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HomeMy WebLinkAbout44 Estates at Towne Meadow - Seals16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). November 16,2020 Liu, Xuegang Pages or sheets covered by this seal: I43633743 thru I43633828 My license renewal date for the state of Indiana is July 31, 2022. 44_Estates_at_Towne_Meadow 44 Estates at Towne Meadow IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss GE01 Truss Type Roof Special Supported Gable Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633743 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-evc78nDw3tadFA7ZXfeVFRSRgblp4ZKTGFZUJwyIfFJ Scale = 1:34.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 3x4 3x4 3x6 3x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-6-09-6-0 -1-0-0 1-0-0 5-0-0 5-0-0 9-6-0 4-6-0 10-6-0 1-0-0 1-3-05-0-01-3-09.00 12 10.00 12 Plate Offsets (X,Y)-- [5:0-3-3,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.12 0.04 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 99 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 9-6-0. (lb) - Max Horz 15=-109(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 15, 10, 13, 14, 11 Max Grav All reactions 250 lb or less at joint(s) 15, 10, 12, 13, 14, 11 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 and C-C Corner(3E) -1-0-0 to 2-0-0, Corner(3R) 2-0-0 to 7-6-0, Corner(3E) 7-6-0 to 10-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 10, 13, 14, 11. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss GE02 Truss Type Common Structural Gable Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633744 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-aIktZTFAbVrLUUHxf4gzKsXg5PPZYTMljZ2bOoyIfFH Scale = 1:41.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 10 8 6 19 20 9 7 3x4 3x4 3x8 4x6 5x6 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2-4-02-4-0 6-3-83-11-8 9-10-03-6-8 12-7-02-9-0 -1-0-0 1-0-0 6-3-8 6-3-8 12-7-0 6-3-8 13-7-0 1-0-0 1-3-06-5-151-3-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [4:0-3-8,0-1-8] 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-MSH 0.57 0.09 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 159 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,4-6: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 0-3-8 except (jt=length) 10=2-7-8, 6=3-0-8. (lb) - Max Horz 10=-136(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 10, 6 Max Grav All reactions 250 lb or less at joint(s) 9, 7 except 10=488(LC 1), 6=495(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-426/113, 3-4=-426/113, 2-10=-470/125, 4-6=-470/125 BOT CHORD 9-10=-156/257, 8-9=-156/257 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-3-8, Exterior(2R) 3-3-8 to 9-3-8, Interior(1) 9-3-8 to 10-7-0, Exterior(2E) 10-7-0 to 13-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss GE03 Truss Type GABLE Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633745 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-Wgse_9GR7653jnRKmViRPHc7tC6h0L?2BtXhShyIfFF Scale = 1:36.4 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 4x6 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 1-2-06-4-101-2-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.11 0.05 0.18 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: 172 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-11-0. (lb) - Max Horz 24=-131(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) 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. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss GE04 Truss Type GABLE Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633746 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-S3zOPrIhejLnz5biuwlvUiiTQ0o5UE2LeB0oXZyIfFD Scale = 1:38.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 4x6 14-9-014-9-0 -0-11-0 0-11-0 7-4-8 7-4-8 14-9-0 7-4-8 15-8-0 0-11-0 1-2-06-8-61-2-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.05 0.21 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: 187 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-9-0. (lb) - Max Horz 24=-136(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-0-8, Exterior(2N) 2-0-8 to 4-4-8, Corner(3R) 4-4-8 to 10-4-8, Exterior(2N) 10-4-8 to 12-8-0, Corner(3E) 12-8-0 to 15-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) 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. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss GE05 Truss Type Roof Special Supported Gable Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633747 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-xFXmcAJJP1TeaFAvSdG81vETGQ7VDjdVtrmM30yIfFC Scale = 1:59.2 1 2 3 4 7 6 5 3x4 3x4 3x4 2x4 2x4 2x4 2x4 6-0-36-0-3 6-0-3 6-0-3 9-7-1110-0-40-4-94-7-90-4-90-2-45-0-210.00 12 10.00 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 0.80 0.04 0.12 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: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 1-7 REACTIONS.All bearings 6-0-3. (lb) - Max Horz 7=-220(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 6, 5 except 7=-163(LC 8), 4=-112(LC 7) Max Grav All reactions 250 lb or less at joint(s) 7, 4, 6, 5 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5 except (jt=lb) 7=163, 4=112. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7, 4, 6, 5. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss GE06 Truss Type Monopitch Supported Gable Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633748 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-PR58qWJxALbUCPk5?KnNZ7noQqTvyBIe6VVvbSyIfFB Scale = 1:20.7 Sheet Front Full Sheathing1 Ply 7/16OSB8 1 2 3 4 5 6 7 11 10 9 8 3x4 3x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 7-11-8 7-11-8 0-9-03-4-134.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-5], [8:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 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 OTHERS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-7-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-11-8. (lb) - Max Horz 2=92(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 8, 2, 9, 10, 11 Max Grav All reactions 250 lb or less at joint(s) 8, 2, 9, 10, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 1-11-8, Exterior(2N) 1-11-8 to 4-10-4, Corner(3E) 4-10-4 to 7-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2, 9, 10, 11. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss J01 Truss Type JACK-OPEN Qty 4 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633749 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-tefX1sKZxejLqZJHZ2Ic6KJ_QDpkhe1nK9FS7uyIfFA Scale = 1:11.3 1 2 5 3 4 3x6 2-9-82-9-8 -0-11-0 0-11-0 2-9-8 2-9-8 0-9-01-8-31-4-01-8-34.00 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-MR 0.12 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 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 2-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-0, 3=Mechanical, 4=Mechanical Max Horz 5=32(LC 6) Max Uplift 5=-28(LC 6), 3=-22(LC 10) Max Grav 5=180(LC 1), 3=64(LC 1), 4=48(LC 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss J02 Truss Type JACK-OPEN Qty 2 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633750 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-LqDvFCLBiyrCRiuU7lprfYs7xd94Q5HxZp_0gLyIfF9 Scale = 1:9.8 1 2 5 3 4 3x6 2-8-82-8-8 -1-3-9 1-3-9 2-8-8 2-8-8 0-9-01-4-111-0-111-4-112.83 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-MR 0.14 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 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 2-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-14, 3=Mechanical, 4=Mechanical Max Horz 5=24(LC 6) Max Uplift 5=-46(LC 6), 3=-17(LC 10) Max Grav 5=212(LC 1), 3=55(LC 1), 4=45(LC 3) 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 Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss J03 Truss Type Jack-Open Qty 2 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633751 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-LqDvFCLBiyrCRiuU7lprfYs8ed9RQ5HxZp_0gLyIfF9 Scale = 1:9.9 1 2 5 3 4 3x6 1-10-121-9-12 -0-11-0 0-11-0 1-11-8 1-11-8 0-9-01-4-130-4-31-0-101-4-134.00 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-MR 0.09 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 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 1-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 5=0-3-0, 4=Mechanical Max Horz 5=24(LC 6) Max Uplift 3=-15(LC 10), 5=-29(LC 6) Max Grav 3=38(LC 1), 5=155(LC 1), 4=33(LC 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss J04 Truss Type JACK-OPEN Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633752 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-p0nHSYMqTGz33sTghTK4BlPIh1V29YX4oTkZCnyIfF8 Scale = 1:11.6 1 2 5 3 4 3x6 3-0-03-0-0 -0-11-0 0-11-0 3-0-0 3-0-0 0-9-01-9-04.00 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-MR 0.14 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 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 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=34(LC 6) Max Uplift 5=-27(LC 6), 3=-24(LC 10) Max Grav 5=188(LC 1), 3=71(LC 1), 4=52(LC 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss J05 Truss Type JACK-OPEN Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633753 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-p0nHSYMqTGz33sTghTK4BlPHm1UY9YX4oTkZCnyIfF8 Scale = 1:17.5 1 2 5 3 4 2x4 3x4 2-3-82-3-8 -0-11-0 0-11-0 2-3-8 2-3-8 1-2-02-10-102-5-22-10-109.00 12 Plate Offsets (X,Y)-- [5:0-1-12,0-1-0] 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-MR 0.19 0.10 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 2-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=54(LC 10) Max Uplift 3=-38(LC 10), 4=-3(LC 10) Max Grav 5=163(LC 1), 3=55(LC 17), 4=39(LC 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss J06 Truss Type Jack-Open Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633754 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-HDLfguNSEZ5wh02sEArJkyxSURrUu?nE17T7kDyIfF7 Scale = 1:14.7 1 2 5 3 4 3x4 3x4 2-0-152-0-15 -1-7-3 1-7-3 2-0-15 2-0-15 1-3-02-4-01-11-42-4-06.25 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-MR 0.20 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 2-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-11, 3=Mechanical, 4=Mechanical Max Horz 5=43(LC 7) Max Uplift 5=-9(LC 10), 3=-21(LC 10) Max Grav 5=229(LC 1), 3=20(LC 17), 4=32(LC 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss J07 Truss Type Jack-Closed Girder Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633755 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-lPv1tEN4?tDnIAd2ouNYGAUesr?CdSpNFnDgGfyIfF6 Scale = 1:20.8 1 2 4 35 2x4 3x4 2x4 4x6 3-2-03-2-0 3-2-0 3-2-0 1-2-03-6-89.00 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-MP 0.16 0.72 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 -0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-5-8, 3=Mechanical Max Horz 4=54(LC 8) Max Grav 4=734(LC 2), 3=490(LC 2) 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 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1018 lb down at 1-2-12 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=-925(B) November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss J08 Truss Type JACK-OPEN Qty 17 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633756 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-DbSQ4aOimBLewKCFMbunpN1n_EUbMvHWUQyDp6yIfF5 Scale = 1:20.8 1 2 5 3 4 3x4 3x4 3-2-03-2-0 -0-11-0 0-11-0 3-2-0 3-2-0 1-2-03-6-89.00 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-MR 0.26 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 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 3-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=72(LC 10) Max Uplift 3=-50(LC 10) Max Grav 5=194(LC 1), 3=82(LC 17), 4=56(LC 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss J09 Truss Type Jack-Open Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633757 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-DbSQ4aOimBLewKCFMbunpN1ozEWyMvHWUQyDp6yIfF5 Scale = 1:14.7 1 2 5 3 4 3x4 3x4 2-0-152-0-15 -1-7-3 1-7-3 2-0-15 2-0-15 1-3-02-4-01-11-42-4-06.25 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-MR 0.20 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 2-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-11, 3=Mechanical, 4=Mechanical Max Horz 5=43(LC 7) Max Uplift 5=-9(LC 10), 3=-21(LC 10) Max Grav 5=229(LC 1), 3=20(LC 17), 4=32(LC 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss J10 Truss Type JACK-OPEN Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633758 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-io0oIwPKXUTVYUnRwJP0MbZ_Wes25MXgj4inLYyIfF4 Scale = 1:14.7 1 2 5 3 4 2x4 2x4 1-10-81-10-8 -0-11-0 0-11-0 1-10-8 1-10-8 1-1-02-4-01-10-132-4-08.00 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-MR 0.15 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=41(LC 10) Max Uplift 3=-28(LC 10), 4=-33(LC 10) Max Grav 5=152(LC 1), 3=40(LC 17), 4=62(LC 27) 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 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 37 lb up at 2-2-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 4=-31(B) November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss J11 Truss Type Jack-Open Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633759 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-A_aAVFQyIobM9dMdT0wFuo68Q2CJqpmpykRKt_yIfF3 Scale = 1:15.6 1 2 5 3 4 3x4 3x4 2-5-32-5-3 -1-7-3 1-7-3 2-5-3 2-5-3 1-3-02-6-32-1-72-6-36.25 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-MR 0.20 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 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 2-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-11, 3=Mechanical, 4=Mechanical Max Horz 5=46(LC 7) Max Uplift 5=-7(LC 10), 3=-25(LC 10) Max Grav 5=235(LC 1), 3=34(LC 1), 4=39(LC 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss J12 Truss Type JACK-OPEN Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633760 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-eA8YjbQb35kDnnwq1jRUR0fK0SYVZG0zAOBtQRyIfF2 Scale = 1:14.9 1 2 5 3 4 2x4 2x4 1-11-01-11-0 -0-11-0 0-11-0 1-11-0 1-11-0 1-1-02-4-58.00 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-MR 0.15 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 1-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=41(LC 10) Max Uplift 3=-28(LC 10), 4=-1(LC 10) Max Grav 5=153(LC 1), 3=42(LC 17), 4=32(LC 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss J13 Truss Type JACK-CLOSED Qty 14 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633761 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-eA8YjbQb35kDnnwq1jRUR0fI2SW2ZG0zAOBtQRyIfF2 Scale = 1:25.7 1 2 3 5 4 3x4 3x4 2x4 2x4 4-6-04-6-0 -0-11-0 0-11-0 4-6-0 4-6-0 1-2-04-6-84-3-00-3-84-6-89.00 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-MR 0.27 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 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 4-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=98(LC 10) Max Uplift 4=-61(LC 10) Max Grav 5=240(LC 1), 4=172(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss J14 Truss Type JACK-CLOSED Qty 4 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633762 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-6NiwwxRDqPs4PxV0bRyjzDBVGss4IjG6P2wRytyIfF1 Scale = 1:25.7 1 2 3 4 8 7 6 5 2x4 3x4 2x4 2x4 2x4 3x4 2x4 2-3-82-3-8 4-6-02-2-8 -0-11-0 0-11-0 2-3-8 2-3-8 4-6-0 2-2-8 1-2-04-6-83-7-00-11-83-10-80-8-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MR 0.18 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 -0.01 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x3 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=0-1-8 Max Horz 8=98(LC 10) Max Uplift 5=-61(LC 10) Max Grav 8=240(LC 1), 5=172(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss J15 Truss Type Jack-Open Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633763 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-aZGJ8HSraj_x054C98TyWRkfiFDQ1AWGeig_UJyIfF0 Scale = 1:18.6 1 2 5 3 4 3x4 3x4 3-7-13-7-1 -1-7-3 1-7-3 3-7-1 3-7-1 1-3-03-1-76.25 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-MR 0.20 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -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: 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 3-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-7-14, 3=Mechanical, 4=Mechanical Max Horz 5=61(LC 10) Max Uplift 5=-3(LC 10), 3=-67(LC 10) Max Grav 5=267(LC 1), 3=90(LC 35), 4=62(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 60 lb up at 3-6-5 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 3=-11(B) November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss J16 Truss Type JACK-OPEN Qty 2 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633764 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-aZGJ8HSraj_x054C98TyWRkgVFEz1AWGeig_UJyIfF0 Scale = 1:14.8 1 2 5 3 42x4 2x4 1-10-121-10-12 -0-11-0 0-11-0 1-10-12 1-10-12 1-1-02-4-31-10-152-4-38.00 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-MR 0.15 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 1-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=41(LC 10) Max Uplift 3=-28(LC 10), 4=-1(LC 10) Max Grav 5=153(LC 1), 3=41(LC 17), 4=32(LC 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss J17 Truss Type Jack-Open Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633765 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-2lqhLdTTL06neFfPis?B3eHrifZUmcTPsMPY0myIfF? Scale = 1:15.6 1 2 3 5 4 3x4 3x4 3x4 3x4 2-4-152-4-15 -1-7-3 1-7-3 2-4-15 2-4-15 1-3-02-6-16.25 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8] 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-MP 0.18 0.04 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-7-14, 4=Mechanical Max Horz 5=70(LC 7) Max Uplift 5=-22(LC 10), 4=-24(LC 7) Max Grav 5=234(LC 1), 4=53(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 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss M01 Truss Type MONOPITCH Qty 5 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633766 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-WxN3ZzU56KEeGPEbGZWQbspyS3rQV30Y5095ZCyIfF_ Scale = 1:17.4 1 2 3 4 5 10 11 2x4 3x6 3x4 2x4 5-11-85-11-8 -0-11-0 0-11-0 5-11-8 5-11-8 0-9-02-8-132-5-50-3-82-8-134.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-5] 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-MP 0.44 0.32 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.11 0.03 (loc) 5-8 5-8 2 l/defl >999 >612 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 or 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 5=0-1-8 Max Horz 2=66(LC 6) Max Uplift 2=-23(LC 6), 5=-24(LC 10) Max Grav 2=292(LC 1), 5=228(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-9-12, Exterior(2E) 2-9-12 to 5-9-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss M02 Truss Type Monopitch Qty 14 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633767 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-WxN3ZzU56KEeGPEbGZWQbsptB3jHV_?Y5095ZCyIfF_ Scale = 1:24.8 1 2 3 4 6 5 7 8 3x4 4x6 6x6 3x4 9-11-89-11-8 -1-0-0 1-0-0 4-11-12 4-11-12 9-11-8 4-11-12 0-9-04-0-134.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-0-9], [2:Edge,0-2-4], [3:0-1-8,0-1-8] 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-MSH 0.71 0.77 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.63 0.01 (loc) 5-6 5-6 5 l/defl >366 >184 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 6=0-3-0 Max Horz 6=118(LC 7) Max Uplift 5=-29(LC 10), 6=-41(LC 6) Max Grav 5=384(LC 1), 6=461(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-458/3, 2-6=-307/136 BOT CHORD 5-6=-167/434 WEBS 3-5=-446/240 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-10-4, Exterior(2E) 6-10-4 to 9-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss M03 Truss Type Monopitch Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633768 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-_8xRmJUjteMVtYpnqH1f83M0oT68EWFiKgue4eyIfEz Scale = 1:20.7 1 2 3 4 5 10 11 3x4 3x8 3x4 3x4 7-10-127-10-12 -1-0-0 1-0-0 7-11-8 7-11-8 0-9-03-4-133-1-50-3-83-4-134.00 12 Plate Offsets (X,Y)-- [2:0-5-5,Edge], [5: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-MP 0.85 0.61 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 -0.37 0.08 (loc) 5-8 5-8 2 l/defl >554 >250 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 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 or 4-10-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 5=0-1-8 Max Horz 2=93(LC 9) Max Uplift 2=-34(LC 6), 5=-23(LC 10) Max Grav 2=376(LC 1), 5=309(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-389/103 NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-9-12, Exterior(2E) 4-9-12 to 7-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 44 Estates at Towne Meadow Job Reference (optional) I43633769 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-TKVpzfVLexUMViOzO_YugHvMTtVdzvmrZKeCc4yIfEy Scale = 1:23.6 1 2 3 5 4 9 10 11 12 3x4 2x4 4x6 3x4 4x6 3x8 4-10-134-10-13 9-9-124-11-0 9-11-80-1-12 4-10-13 4-10-13 9-11-8 5-0-11 0-9-04-0-134.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.15 0.40 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.01 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 1=0-3-8 Max Horz 1=107(LC 7) Max Grav 4=1101(LC 1), 1=1395(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1828/0 BOT CHORD 1-5=0/1703, 4-5=0/1703 WEBS 2-5=0/946, 2-4=-1813/0 NOTES-(9-10) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x3 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second 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 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 332 lb down at 0-0-0 on top chord, and 344 lb down at 2-0-12, 344 lb down at 4-0-12, and 344 lb down at 6-0-12, and 344 lb down at 8-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 44 Estates at Towne Meadow Job Reference (optional) I43633769 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:37 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-TKVpzfVLexUMViOzO_YugHvMTtVdzvmrZKeCc4yIfEy LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 1=-332(B) 9=-344(B) 10=-344(B) 11=-344(B) 12=-344(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss PB01 Truss Type Piggyback Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633770 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-xW3BB?W_PFcD7szAxi37DURWvGw7iQ8?n_Nl8XyIfEx Scale = 1:20.8 1 2 3 4 5 63x4 3x4 2x4 4x6 9-2-09-2-0 4-6-0 4-6-0 4-8-0 0-2-0 9-2-0 4-6-0 0-4-72-10-80-1-80-4-70-1-82-10-88.00 12 *** Design Problems *** REVIEW REQUIRED Analog warning - check design Plate Offsets (X,Y)-- [3:0-2-7,0-1-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.13 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=7-8-2, 4=7-8-2, 6=7-8-2 Max Horz 2=-51(LC 8) Max Uplift 2=-21(LC 10), 4=-27(LC 11) Max Grav 2=198(LC 1), 4=198(LC 1), 6=270(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-11 to 3-3-11, Exterior(2R) 3-3-11 to 5-10-5, Exterior(2E) 5-10-5 to 8-10-5 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss PB02 Truss Type Piggyback Qty 7 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633771 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-PjdaOKXcAZk4k0YMVPaNmi_hfgGMRtO80e7JhzyIfEw Scale = 1:20.1 1 2 3 4 5 6 4x6 3x4 3x4 2x4 9-2-09-2-0 4-7-0 4-7-0 9-2-0 4-7-0 0-4-72-11-30-1-80-4-70-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.13 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=7-8-2, 4=7-8-2, 6=7-8-2 Max Horz 2=51(LC 9) Max Uplift 2=-21(LC 10), 4=-28(LC 11) Max Grav 2=199(LC 1), 4=199(LC 1), 6=269(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-11 to 3-3-11, Exterior(2R) 3-3-11 to 5-10-5, Exterior(2E) 5-10-5 to 8-10-5 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) 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss PB03 Truss Type Piggyback Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633772 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-tvBycgXExssxMA6Y366cIvXts4aTAKtIFIssDPyIfEv Scale = 1:17.7 1 2 3 4 5 6 7 8 3x4 3x4 3x4 3x4 2x4 2x4 9-2-09-2-0 2-10-0 2-10-0 6-4-0 3-6-0 9-2-0 2-10-0 0-4-71-9-30-1-80-4-70-1-81-9-38.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [5:0-2-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.13 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=7-8-2, 6=7-8-2, 8=7-8-2 Max Horz 2=-31(LC 8) Max Uplift 2=-20(LC 10), 6=-21(LC 11) Max Grav 2=219(LC 1), 6=219(LC 1), 8=236(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 and C-C Exterior(2E) 0-3-11 to 2-10-0, Exterior(2R) 2-10-0 to 6-4-0, Exterior(2E) 6-4-0 to 8-10-5 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T01 Truss Type Roof Special Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633773 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-pIJi1MZUTU6fcTGxAX84NKcAmuGWeEyaicLzHIyIfEt Scale = 1:33.0 1 2 3 4 7 6 5 8 9 4x6 3x4 3x4 3x8 4x6 3x4 5-0-05-0-0 9-6-04-6-0 -1-0-0 1-0-0 5-0-0 5-0-0 9-6-0 4-6-0 1-3-05-0-01-3-09.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [4:0-0-12,0-1-8] 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-MSH 0.30 0.16 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7,4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=Mechanical Max Horz 7=102(LC 7) Max Uplift 7=-7(LC 10) Max Grav 7=441(LC 1), 5=364(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-344/78, 3-4=-341/77, 2-7=-398/113, 4-5=-324/71 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 6-4-4, Exterior(2E) 6-4-4 to 9-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T02 Truss Type HALF HIP Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633774 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-HUs4Eia6EnEWDdr7kFfJwY8KeHZiNhUkxG5WqkyIfEs Scale = 1:16.6 1 2 3 4 5 7 6 12 4x6 2x4 3x6 3x4 2x4 2x4 2-11-122-11-12 5-0-02-0-4 5-11-80-11-8 -0-11-0 0-11-0 5-0-0 5-0-0 5-11-8 0-11-8 0-9-02-5-02-1-80-3-82-5-04.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.36 0.35 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.13 0.03 (loc) 7-10 7-10 2 l/defl >978 >532 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 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* 4-7: 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-1-8 Max Horz 2=58(LC 6) Max Uplift 2=-26(LC 6), 6=-21(LC 6) Max Grav 2=292(LC 1), 6=228(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-278/28 NOTES-(10-11) 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, Exterior(2R) 2-1-0 to 5-0-0, Exterior(2E) 5-0-0 to 5-9-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T03 Truss Type HALF HIP Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633775 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-lgQTR2ak?5MNrnQKIyAYTlhOJhsl633tAwq3MAyIfEr Scale = 1:23.2 1 2 3 4 5 7 6 12 13 5x8 2x4 3x4 3x8 3x4 2x4 8-9-88-9-8 11-11-83-2-0 -0-11-0 0-11-0 8-9-8 8-9-8 11-11-8 3-2-0 0-9-03-6-93-8-33-6-94.00 12 Plate Offsets (X,Y)-- [2:0-5-5,Edge], [4:0-4-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.81 0.56 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 -0.26 0.06 (loc) 7-10 7-10 2 l/defl >832 >543 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-3-0 Max Horz 2=90(LC 6) Max Uplift 6=-114(LC 6), 2=-114(LC 6) Max Grav 6=472(LC 1), 2=531(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-535/230 BOT CHORD 2-7=-260/447, 6-7=-256/440 WEBS 4-7=-123/331, 4-6=-655/381 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 4-6-9, Exterior(2R) 4-6-9 to 8-9-8, Exterior(2E) 8-9-8 to 11-10-4 zone; cantilever left and right exposed ; end vertical left exposed; porch 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 6=114, 2=114. 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T04 Truss Type HALF HIP Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633776 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-Et_rfObNmPUETx?Wrghn?zEgr5FirTJ1OaadudyIfEq Scale = 1:21.8 1 2 3 4 5 7 6 12 13 14 2x4 3x6 3x4 2x4 3x4 4x8 6-9-86-9-8 11-11-85-2-0 -0-11-0 0-11-0 6-9-8 6-9-8 11-11-8 5-2-0 0-9-02-10-93-0-32-10-94.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-5], [4:0-3-12,0-0-12] 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-MSH 0.38 0.32 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.07 0.02 (loc) 7-10 7-10 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 9-8-9 oc bracing. REACTIONS. (size)2=0-3-0, 6=Mechanical Max Horz 2=71(LC 6) Max Uplift 2=-119(LC 6), 6=-110(LC 6) Max Grav 2=531(LC 1), 6=472(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-670/335 BOT CHORD 2-7=-350/591, 6-7=-346/585 WEBS 4-7=-80/259, 4-6=-638/379 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-6-9, Exterior(2R) 2-6-9 to 8-10-4, Exterior(2E) 8-10-4 to 11-10-4 zone; cantilever left and right exposed ; end vertical left exposed; porch 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 2=119, 6=110. 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T05 Truss Type HALF HIP Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633777 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-i3YDskc?Xic445aiPNC0YAmm6VZiaq7AdEJAQ3yIfEp Scale = 1:21.9 1 2 3 4 5 7 6 12 13 4x8 4x6 3x8 3x4 2x4 3x4 4-9-84-9-8 11-11-87-2-0 -0-11-0 0-11-0 4-9-8 4-9-8 11-11-8 7-2-0 0-9-02-2-92-4-32-2-94.00 12 Plate Offsets (X,Y)-- [2:0-5-5,Edge], [4:0-3-12,0-0-12], [5:Edge,0-2-8], [6: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-MSH 0.67 0.46 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.19 0.01 (loc) 6-7 6-7 6 l/defl >999 >747 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 8-9-13 oc bracing. REACTIONS. (size)2=0-3-0, 6=Mechanical Max Horz 2=53(LC 6) Max Uplift 2=-122(LC 6), 6=-106(LC 6) Max Grav 2=531(LC 1), 6=472(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-818/436 BOT CHORD 2-7=-435/750, 6-7=-432/745 WEBS 4-6=-683/399 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 8-10-4, Exterior(2E) 8-10-4 to 11-10-4 zone; cantilever left and right exposed ; end vertical left exposed; porch 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 2=122, 6=106. 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T06 Truss Type ROOF SPECIAL Qty 7 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633778 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-AF6b43ddH0lxiF9uz4kF4OJ_NvsPJR9Jsu3kzVyIfEo Scale = 1:23.71 2 3 4 5 6 11 12 2x4 4x8 3x4 2x4 5x6 9-11-89-11-8 4-8-6 4-8-6 9-11-8 5-3-2 10-10-8 0-11-0 3-9-54-0-130-3-80-9-04.00 12 Plate Offsets (X,Y)-- [4:0-5-5,Edge], [6: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-MSH 0.50 0.63 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.43 -0.03 (loc) 6-9 6-9 4 l/defl >543 >271 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-6: 2x3 SPF No.2 SLIDER Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-0, 6=0-1-8 Max Horz 4=-103(LC 7) Max Uplift 4=-24(LC 7), 6=-39(LC 11) Max Grav 4=450(LC 1), 6=390(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-869/124 BOT CHORD 4-6=-216/463 WEBS 2-6=-480/239 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) 0-1-12 to 4-4-11, Interior(1) 4-4-11 to 7-10-8, Exterior(2R) 7-10-8 to 10-10-8 zone; cantilever left and right exposed ; end vertical 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 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) 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T07 Truss Type Roof Special Qty 4 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633779 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-AF6b43ddH0lxiF9uz4kF4OJ1VvzhJVBJsu3kzVyIfEo Scale = 1:33.0 1 2 3 4 7 6 5 8 9 4x6 3x4 3x4 3x8 4x6 3x4 5-0-05-0-0 9-6-04-6-0 -1-0-0 1-0-0 5-0-0 5-0-0 9-6-0 4-6-0 1-3-05-0-01-3-09.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [4:0-0-12,0-1-8] 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-MSH 0.30 0.16 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7,4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=Mechanical Max Horz 7=102(LC 7) Max Uplift 7=-7(LC 10) Max Grav 7=441(LC 1), 5=364(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-344/78, 3-4=-341/77, 2-7=-398/113, 4-5=-324/71 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 6-4-4, Exterior(2E) 6-4-4 to 9-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T08 Truss Type Common Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633780 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-eSgzHPeF2KtoKPk5XoFUdbs7wIHy2x2T4YoHVyyIfEn Scale = 1:41.0 1 2 3 4 5 8 7 6 9 10 3x4 3x4 3x8 4x6 5x6 5x6 6-3-86-3-8 12-7-06-3-8 -1-0-0 1-0-0 6-3-8 6-3-8 12-7-0 6-3-8 13-7-0 1-0-0 1-3-06-5-151-3-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [4:0-3-8,0-1-8] 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-MSH 0.58 0.29 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-0, 6=0-3-0 Max Horz 8=-136(LC 8) Max Uplift 8=-3(LC 10), 6=-3(LC 11) Max Grav 8=560(LC 1), 6=560(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-476/83, 3-4=-476/83, 2-8=-505/104, 4-6=-505/104 BOT CHORD 7-8=-142/279 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-3-8, Exterior(2R) 3-3-8 to 9-3-8, Interior(1) 9-3-8 to 10-7-0, Exterior(2E) 10-7-0 to 13-7-0 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T09 Truss Type Common Qty 2 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633781 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-6eEMVletpd?fxYJH4Vmj9pOIjidMnOMcJCYq1OyIfEm Scale = 1:41.0 1 2 3 4 7 6 5 8 9 3x4 3x4 3x8 4x6 5x6 5x6 6-3-86-3-8 12-1-125-10-4 12-3-80-1-12 -1-0-0 1-0-0 6-3-8 6-3-8 12-3-8 6-0-0 1-3-06-5-151-5-1510.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [4:0-2-12,0-1-8] 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-MSH 0.58 0.27 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7,4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-0, 5=Mechanical Max Horz 7=132(LC 7) Max Uplift 7=-2(LC 10) Max Grav 7=552(LC 1), 5=477(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-464/83, 3-4=-450/81, 2-7=-496/106, 4-5=-425/70 BOT CHORD 6-7=-151/270 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-3-8, Exterior(2R) 3-3-8 to 9-1-12, Exterior(2E) 9-1-12 to 12-1-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T10 Truss Type Common Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633782 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-aqnki5fVax7WZitTeDHyi0xW76_vWrhmYsHOZqyIfEl Scale = 1:41.0 1 2 3 6 5 4 7 8 3x4 3x4 3x8 4x6 5x6 5x6 6-0-06-0-0 11-10-55-10-5 12-0-00-1-11 6-0-0 6-0-0 12-0-0 6-0-0 1-5-156-5-151-5-1510.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [3:0-2-12,0-1-8] 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-MSH 0.41 0.25 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6,3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 4=Mechanical Max Horz 6=-121(LC 6) Max Grav 6=468(LC 1), 4=468(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-439/82, 2-3=-439/82, 1-6=-416/71, 3-4=-416/71 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) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 8-10-4, Exterior(2E) 8-10-4 to 11-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T11 Truss Type COMMON Qty 2 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633783 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-20L6vRg7LFFNBsSgCwoBFEUbAWIaFIcvnV1x6GyIfEk Scale = 1:40.2 1 2 3 4 5 8 7 6 9 10 4x6 3x4 3x4 3x8 6x6 6x6 6-11-86-11-8 13-11-06-11-8 -0-11-0 0-11-0 6-11-8 6-11-8 13-11-0 6-11-8 14-10-0 0-11-0 1-2-06-4-101-2-09.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-12], [4:0-3-4,0-1-12] 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-MSH 0.77 0.35 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.09 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 6=0-3-8 Max Horz 8=-131(LC 8) Max Uplift 8=-4(LC 10), 6=-4(LC 11) Max Grav 8=609(LC 1), 6=609(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-553/69, 3-4=-553/69, 2-8=-548/90, 4-6=-548/90 BOT CHORD 7-8=-146/352, 6-7=-98/264 WEBS 3-7=0/275 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 3-11-8, 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T12 Truss Type ROOF SPECIAL Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633784 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-?PTsK7hOtsV5QAc2JLqfKfZu8JqOj3bCEpW2A9yIfEi Scale = 1:86.0 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 26 27 28 3x6 6x6 8x8 5x6 3x6 3x6 3x8 MT18HS 3x6 4x6 3x6 3x6 5x12 3x6 4x6 4x8 3x6 4x8 8-2-78-2-7 16-2-77-11-15 20-2-74-0-0 20-5-40-2-13 29-5-129-0-8 37-8-98-2-12 45-11-08-2-7 -0-11-0 0-11-0 8-2-7 8-2-7 16-2-7 7-11-15 20-2-7 4-0-0 20-5-4 0-2-13 29-5-12 9-0-8 37-8-9 8-2-12 45-11-0 8-2-7 46-10-0 0-11-0 1-1-011-8-1211-10-1012-0-81-1-011-10-108.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [5:0-2-4,0-1-0], [7:0-3-3,Edge], [10:0-2-12,0-1-8], [12:0-3-0,0-2-0], [13:0-2-8,0-2-0], [14:0-5-0,0-3-0], [18:0-2-8,0-2-0], [19:0-3-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 1.00 0.91 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.57 0.10 (loc) 14-15 14-15 12 l/defl >999 >964 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 233 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-6,6-7: 2x6 SPF No.2, 1-4,8-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 17-19: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-16,5-15,6-15,6-14,7-14: 2x4 SPF No.2, 2-19,10-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-8-4 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 6-15, 6-14, 9-14 REACTIONS. (size)19=0-3-8, 12=0-3-8 Max Horz 19=232(LC 9) Max Grav 19=2106(LC 2), 12=2099(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2828/0, 3-5=-2398/44, 5-6=-2091/67, 6-7=-1883/75, 7-9=-2406/39, 9-10=-2806/0, 2-19=-1978/15, 10-12=-1961/18 BOT CHORD 18-19=-212/628, 16-18=0/2320, 15-16=0/1898, 14-15=0/2091, 13-14=0/2240, 12-13=-82/487 WEBS 3-16=-551/144, 5-16=-29/543, 5-15=-125/677, 6-15=-441/207, 6-14=-455/130, 7-14=0/888, 9-14=-524/156, 2-18=0/1842, 10-13=0/1798 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 11-11-8, Exterior(2R) 11-11-8 to 20-5-4, Interior(1) 20-5-4 to 25-2-13, Exterior(2R) 25-2-13 to 33-8-11, Interior(1) 33-8-11 to 43-10-0, Exterior(2E) 43-10-0 to 46-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T13 Truss Type HIP Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633785 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-xobdlpjePTlpfTmRRmt7P4eFx7WJBvKVh7?9F2yIfEg Scale = 1:106.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 2322 21 20 19 18 17 1632 33 34 35 36 37 38 39 3x6 10x10 3x6 3x6 3x4 4x6 3x4 2x4 2x4 2x4 4x6 6x10 3x4 3x4 3x6 3x6 3x6 10x10 12x20 4x6 4x8 3x8 3x6 4x6 5x6 12x18 MT18HS3x6 5x12 5x6 2-3-8 2-3-8 7-4-8 5-1-0 12-5-8 5-1-0 14-2-4 1-8-12 15-3-8 1-1-4 17-4-0 2-0-8 24-6-6 7-2-6 31-8-12 7-2-6 38-8-10 6-11-14 45-11-0 7-2-6 -0-11-0 0-11-0 2-3-8 2-3-8 7-4-8 5-1-0 12-5-8 5-1-0 14-2-4 1-8-12 15-3-8 1-1-4 17-4-0 2-0-8 24-6-6 7-2-6 31-8-12 7-2-6 38-8-10 6-11-14 45-11-0 7-2-6 46-10-0 0-11-0 1-1-010-4-1010-6-81-1-03-0-00-8-00-8-010-4-108.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-7-3,Edge], [7:0-2-4,0-2-0], [11:0-3-3,Edge], [16:Edge,0-10-2], [16:0-1-12,0-0-0], [17:0-2-8,0-2-0], [20:0-1-8,0-2-0], [22:0-4-8,0-2-12], [25:0-1-8,0-4-0], [26:0-2-8,0-1-8], [28:Edge,0-2-8], [29: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-MSH 0.91 0.94 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.70 0.47 (loc) 20-21 20-21 16 l/defl >999 >783 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 241 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-28,30-31,31-32,7-32,8-21: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-25,23-25,6-23: 2x4 SPF 2100F 1.8E, 10-18: 2x4 SPF No.2 2-29,14-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-10-0 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 25-26 6-0-0 oc bracing: 23-24. WEBS 1 Row at midpt 4-25, 6-25, 10-20, 10-18, 13-18 REACTIONS. (size)16=0-3-8, 29=0-3-8 Max Horz 29=201(LC 9) Max Grav 16=2059(LC 2), 29=2026(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3014/0, 3-4=-2983/0, 4-6=-2584/3, 6-7=-2759/0, 7-8=-3029/0, 8-10=-3029/0, 10-11=-1951/51, 11-13=-2447/0, 13-14=-2766/0, 2-29=-1976/0, 14-16=-1939/0 BOT CHORD 26-27=-73/2623, 25-26=-3/2456, 7-23=-597/136, 22-23=0/2782, 8-22=-431/88, 18-20=0/2305, 17-18=0/2219, 16-17=-53/361 WEBS 4-25=-557/131, 6-25=-3598/48, 23-25=0/4649, 6-23=0/4592, 7-22=-95/873, 20-22=0/2469, 10-22=-46/1031, 10-20=-716/76, 10-18=-691/109, 11-18=0/973, 13-18=-432/138, 14-17=0/1890, 2-27=0/2390 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-2-4, Interior(1) 2-2-4 to 9-11-5, Exterior(2R) 9-11-5 to 18-5-3, Interior(1) 18-5-3 to 27-5-13, Exterior(2R) 27-5-13 to 35-11-11, Interior(1) 35-11-11 to 43-10-0, Exterior(2E) 43-10-0 to 46-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 23 = 19% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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.).November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T14 Truss Type HIP Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633786 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-tAjNAUlux5?XvnwpYBvbUVkdKxDPfqwo9RUFJwyIfEe Scale = 1:88.1 12 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 28 29 30 7x16 MT18HS 3x6 3x4 4x6 8x10 4x6 3x8 MT18HS4x6 3x6 3x6 4x8 3x6 3x8 3x6 3x6 4x8 12x18 MT18HS 5x6 3x6 3x6 6x10 2-3-82-3-8 7-1-64-9-14 12-5-85-4-2 23-2-1010-9-2 33-11-1210-9-2 39-10-25-10-6 45-11-06-0-14 -0-11-0 0-11-0 2-3-8 2-3-8 7-1-6 4-9-14 11-11-4 4-9-14 12-5-8 0-6-4 19-7-9 7-2-1 26-9-11 7-2-1 33-11-12 7-2-1 39-10-2 5-10-6 45-11-0 6-0-14 46-10-0 0-11-0 1-1-08-10-109-0-81-1-00-8-08-10-108.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [5:1-1-3,Edge], [5:0-0-0,0-1-3], [6:0-1-12,0-0-0], [10:0-3-3,Edge], [14:Edge,0-10-2], [14:0-1-12,0-0-0], [15:0-1-12,0-1-8], [19:0-3-14,0-2-0], [21:0-4-8,0-3-0], [22:0-2-8,0-2-0], [24:Edge,0-2-8], [25:0-2-12,0-1-8] 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-MSH 0.73 0.84 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.64 0.16 (loc) 17-19 17-19 14 l/defl >999 >860 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 226 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-24: 2x3 SPF No.2, 21-23: 2x6 SPF No.2 18-20: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 19-21,7-21,9-17: 2x4 SPF No.2, 2-25,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-2 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 6-21 WEBS 1 Row at midpt 7-21, 7-19, 9-17 REACTIONS. (size)14=0-3-8, 25=0-3-8 Max Horz 25=175(LC 9) Max Grav 14=1889(LC 1), 25=1889(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2931/0, 3-4=-2838/0, 4-5=-2450/0, 5-6=-2100/16, 6-7=-2094/12, 7-9=-2430/0, 9-10=-1866/21, 10-11=-2340/0, 11-12=-2488/0, 2-25=-1831/0, 12-14=-1820/0 BOT CHORD 22-23=-101/2450, 21-22=-35/2300, 6-21=-400/139, 19-20=0/454, 17-19=0/2374, 15-17=0/1987, 14-15=-28/259 WEBS 4-22=0/297, 4-21=-441/95, 5-21=-34/1280, 19-21=-72/2001, 7-21=-629/122, 9-19=0/273, 9-17=-874/126, 10-17=0/876, 12-15=0/1746, 2-23=0/2335 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 2-2-4, Interior(1) 2-2-4 to 7-8-5, Exterior(2R) 7-8-5 to 16-2-3, Interior(1) 16-2-3 to 29-8-13, Exterior(2R) 29-8-13 to 38-2-11, Interior(1) 38-2-11 to 43-10-0, Exterior(2E) 43-10-0 to 46-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T15 Truss Type Hip Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633787 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:05:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-pZq8bAm9TiFE853Cgcx3ZwpyBkxw7jW5clzMOpyIfEc Scale = 1:88.1 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 2021 22 23 24 25 26 27 28 6x6 3x6 6x6 3x8 MT18HS4x8 4x6 3x8 2x4 2x4 3x12 3x6 4x6 12x18 MT18HS 5x10 MT18HS 3x6 3x8 MT18HS 10-10-810-10-8 18-11-98-1-1 26-11-77-11-13 35-0-88-1-1 45-11-010-10-8 -1-0-0 1-0-0 5-6-8 5-6-8 10-10-8 5-4-0 18-11-9 8-1-1 26-11-7 7-11-13 35-0-8 8-1-1 40-4-8 5-4-0 45-11-0 5-6-8 46-11-0 1-0-0 1-1-08-4-01-1-08-4-08.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-4], [2:0-1-12,0-1-3], [3:0-2-4,0-2-0], [4:0-3-12,0-2-0], [8:0-3-0,0-2-0], [9:0-2-4,0-2-0], [10:0-3-0,Edge], [12:Edge,0-2-4], [13:0-2-8,0-1-8], [15:0-3-8,0-1-8] 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-MSH 0.77 0.64 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.60 0.14 (loc) 12-13 12-13 12 l/defl >999 >910 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 201 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6,6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-18,5-15,8-15: 2x4 SPF No.2, 2-19,3-19,10-12,9-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-14 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 5-15, 3-19, 9-12 REACTIONS. (size)19=0-3-8, 12=0-3-8 Max Horz 19=165(LC 9) Max Grav 19=2087(LC 2), 12=2093(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-616/34, 3-4=-2661/41, 4-5=-2163/65, 5-7=-2901/38, 7-8=-2901/38, 8-9=-2671/42, 9-10=-612/34, 2-19=-525/58, 10-12=-522/58 BOT CHORD 18-19=-76/2131, 16-18=-44/2921, 15-16=-44/2921, 13-15=0/2162, 12-13=0/2139 WEBS 4-18=0/1120, 5-18=-1132/122, 5-16=0/429, 7-15=-514/140, 8-15=-121/1100, 8-13=0/449, 3-19=-2213/16, 9-12=-2228/17 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 3-7-2, Interior(1) 3-7-2 to 4-4-9, Exterior(2R) 4-4-9 to 17-4-7, Interior(1) 17-4-7 to 28-6-9, Exterior(2R) 28-6-9 to 41-6-7, Interior(1) 41-6-7 to 42-3-14, Exterior(2E) 42-3-14 to 46-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T16 Truss Type HIP Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633788 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-HlOWoWnnE0N5mFeOEJSI67M4u8Hks81ErPiwwFyIfEb Scale = 1:88.1 12 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 24 25 26 27 28 29 30 5x6 3x6 3x4 4x6 4x6 3x8 5x10 MT18HS4x8 5x8 8x10 3x8 3x6 3x6 4x8 4x8 12x18 MT18HS 5x6 3x16 MT18HS3x6 5x12 2-3-82-3-8 7-5-45-1-12 12-5-85-0-4 21-1-38-7-11 29-10-18-8-15 38-5-128-7-11 45-11-07-5-4 -0-11-0 0-11-0 2-3-8 2-3-8 7-5-4 5-1-12 12-5-8 5-0-4 21-1-3 8-7-11 29-10-1 8-8-15 38-5-12 8-7-11 45-11-0 7-5-4 46-10-0 0-11-0 1-1-05-10-106-0-81-1-00-8-05-10-108.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [4:0-2-12,0-2-0], [8:0-2-0,0-1-8], [9:0-3-3,Edge], [12:Edge,0-10-2], [12:0-1-12,0-0-0], [13:0-4-0,0-1-8], [15:0-2-8,0-1-8], [17:0-2-8,0-1-8], [18:0-3-8,Edge], [19:0-6-4,0-5-0], [20:0-4-0,0-1-12], [22:Edge,0-2-8], [23: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-MSH 0.96 0.67 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.39 -0.72 0.23 (loc) 15-17 15-17 12 l/defl >999 >763 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 194 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-7,7-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 22-23: 2x4 SPF No.2, 3-22,5-18: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 17-19,6-15,8-13,2-23,10-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-5-9 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-20, 6-19, 6-15, 8-13 REACTIONS. (size)12=0-3-8, 23=0-3-8 Max Horz 23=121(LC 9) Max Grav 12=2040(LC 2), 23=2026(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3020/56, 3-4=-3027/71, 4-5=-2448/71, 5-6=-3766/130, 6-8=-3819/115, 8-9=-2229/59, 9-10=-2766/50, 2-23=-1967/26, 10-12=-1923/23 BOT CHORD 20-21=-127/2544, 19-20=-145/3777, 5-19=0/884, 17-18=0/363, 15-17=-126/4146, 13-15=-91/3819, 12-13=-110/457 WEBS 4-20=0/1405, 5-20=-1853/127, 17-19=-144/3800, 6-19=-482/68, 6-15=-417/41, 8-15=0/574, 8-13=-1938/138, 9-13=0/1132, 10-13=-92/1858, 2-21=-31/2407 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 2-2-4, Interior(1) 2-2-4 to 3-2-5, Exterior(2R) 3-2-5 to 11-8-3, Interior(1) 11-8-3 to 34-2-13, Exterior(2R) 34-2-13 to 42-8-11, Interior(1) 42-8-11 to 43-10-0, Exterior(2E) 43-10-0 to 46-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T17 Truss Type PIGGYBACK BASE Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633789 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-AXe1etqHHEuXEsyAT9XEGzWpvlcZo1Zqm1g730yIfEX Scale = 1:86.7 12 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 29 30 31 3x6 5x6 5x8 5x6 5x6 3x6 12x18 MT18HS 3x6 3x6 4x6 4x8 3x8 3x6 3x8 3x6 4x6 12x18 MT18HS3x6 6-7-56-7-5 13-11-77-4-1 20-4-86-5-1 29-6-89-2-0 37-9-118-3-3 45-11-08-1-5 -0-11-0 0-11-0 6-7-5 6-7-5 13-11-7 7-4-1 17-11-7 4-0-0 20-4-8 2-5-1 24-11-8 4-7-0 29-6-8 4-7-0 37-9-11 8-3-3 45-11-0 8-1-5 1-1-010-2-1212-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [5:0-3-3,Edge], [6:0-4-0,0-1-15], [7:0-4-4,0-2-4], [9:0-3-12,0-2-0], [13:Edge,0-10-2], [13:0-1-12,0-0-0], [14:0-2-8,0-2-0], [20:0-2-8,0-2-0], [21:0-1-12,0-0-0], [21:Edge,0-10-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.77 0.87 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.50 0.11 (loc) 16-17 16-17 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 239 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,9-10,10-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 15-18: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-20,3-19,5-19,11-14,2-20,12-14: 2x3 SPF No.2 2-21,12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-11-4 max.): 5-6, 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-19, 6-19, 6-17, 8-16, 11-16, 8-17 REACTIONS. (size)21=0-3-8, 13=0-3-8 Max Horz 21=225(LC 9) Max Grav 21=2077(LC 2), 13=2044(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2784/37, 3-5=-2513/107, 5-6=-2001/126, 6-7=-2473/157, 7-8=-2023/146, 8-9=-1891/142, 9-11=-2391/124, 11-12=-2847/43, 2-21=-1969/51, 12-13=-1914/33 BOT CHORD 20-21=-202/462, 19-20=-52/2310, 17-19=0/2246, 16-17=0/1999, 14-16=0/2288, 13-14=-34/334 WEBS 3-19=-374/128, 5-19=0/1015, 6-19=-661/65, 6-17=-959/149, 7-17=-35/1222, 8-16=-447/130, 9-16=0/953, 11-16=-608/161, 2-20=0/1969, 12-14=0/1981 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 10-11-7, Exterior(2R) 10-11-7 to 16-11-7, Interior(1) 16-11-7 to 17-11-7, Exterior(2R) 17-11-7 to 23-4-8, Interior(1) 23-4-8 to 26-6-8, Exterior(2R) 26-6-8 to 32-6-8, Interior(1) 32-6-8 to 42-9-4, Exterior(2E) 42-9-4 to 45-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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.).November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T18 Truss Type PIGGYBACK BASE Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633790 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-6vln3ZsYps8FUA6YaaZiMObBjZGxGue6DL9E8vyIfEV Scale = 1:83.6 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 2425 26 27 28 29 30 31 32 5x6 5x8 5x6 5x6 3x6 12x18 MT18HS 3x16 MT18HS4x8 3x6 4x8 3x6 3x8 3x6 4x6 3x6 4x8 4x6 3x6 5-11-75-11-7 11-8-75-8-15 20-4-88-8-1 29-6-89-2-0 37-9-108-3-2 45-7-87-9-14 -0-11-0 0-11-0 5-11-7 5-11-7 11-8-7 5-8-15 15-8-7 4-0-0 20-4-8 4-8-1 24-11-8 4-7-0 29-6-8 4-7-0 37-9-10 8-3-2 45-7-8 7-9-14 1-1-08-8-1212-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [4:0-3-3,Edge], [5:0-4-0,0-1-15], [6:0-4-4,0-2-4], [8:0-3-12,0-2-0], [11:0-4-0,0-1-8], [12:0-3-0,0-2-0], [13:0-2-8,0-2-0], [19:0-2-8,0-2-0], [20:0-1-12,0-0-0], [20:Edge,0-10-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.69 0.94 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.53 0.11 (loc) 16-18 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 228 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9,9-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 14-17: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-16,7-16,8-15,10-15,7-15: 2x4 SPF No.2, 11-12: 2x6 SPF No.2 2-20: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-6 max.): 4-5, 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 16-18. WEBS 1 Row at midpt 5-18, 5-16, 7-16, 10-15, 7-15 REACTIONS. (size)20=0-3-8, 12=Mechanical Max Horz 20=215(LC 7) Max Uplift 20=-1(LC 10) Max Grav 20=2071(LC 2), 12=2032(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2734/9, 3-4=-2606/50, 4-5=-2098/72, 5-6=-2483/111, 6-7=-2008/121, 7-8=-1852/115, 8-10=-2343/91, 10-11=-2719/0, 11-12=-1910/0, 2-20=-1961/34 BOT CHORD 19-20=-190/430, 18-19=-76/2268, 16-18=0/2460, 15-16=0/1971, 13-15=0/2186 WEBS 4-18=0/1133, 5-18=-832/25, 5-16=-949/144, 6-16=0/1133, 8-15=0/924, 10-15=-529/160, 11-13=0/1978, 2-19=0/1959, 7-15=-463/123 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 7-5-8, Exterior(2R) 7-5-8 to 11-8-7, Exterior(2E) 11-8-7 to 15-8-7, Interior(1) 15-8-7 to 16-1-9, Exterior(2R) 16-1-9 to 24-7-7, Interior(1) 24-7-7 to 25-3-9, Exterior(2R) 25-3-9 to 33-9-7, Interior(1) 33-9-7 to 42-4-12, Exterior(2E) 42-4-12 to 45-4-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T19 Truss Type PIGGYBACK BASE Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633791 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-a5J9GvsAa9G65Jhk8H5xuc8Lazdi?JFGS?vngLyIfEU Scale = 1:85.5 12 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 30 5x10 MT18HS 5x12 5x6 5x6 3x8 3x8 MT18HS4x8 3x12 2x4 4x8 3x6 3x8 3x6 4x6 3x6 5x10 MT18HS 5x10 MT18HS 5x8 3x6 9-5-79-5-7 13-5-74-0-0 20-4-86-11-1 29-6-89-2-0 37-5-127-11-4 45-7-88-1-12 -0-11-0 0-11-0 4-9-15 4-9-15 9-5-7 4-7-7 13-5-7 4-0-0 20-4-8 6-11-1 24-11-8 4-7-0 29-6-8 4-7-0 37-5-12 7-11-4 45-7-8 8-1-12 1-1-07-2-1212-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [3:0-4-12,0-1-8], [4:0-6-12,0-1-15], [5:0-6-0,0-1-15], [6:0-3-12,0-2-0], [8:0-3-12,0-2-0], [11:Edge,0-1-8], [12:0-3-8,Edge], [13:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.74 0.84 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.49 0.12 (loc) 15-16 15-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 223 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6,8-10,10-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-14: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-16,7-16,7-15,8-15: 2x4 SPF No.2, 2-20,11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-6 max.): 4-5, 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 5-16, 7-16, 7-15, 9-15, 3-20 REACTIONS. (size)20=0-3-8, 12=Mechanical Max Horz 20=215(LC 7) Max Uplift 20=-1(LC 10) Max Grav 20=2062(LC 2), 12=2027(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-533/38, 3-4=-2669/68, 4-5=-2202/81, 5-6=-2496/125, 6-7=-1996/143, 7-8=-1851/139, 8-9=-2339/122, 9-11=-2735/41, 2-20=-464/57, 11-12=-1897/32 BOT CHORD 19-20=-110/2148, 18-19=0/2764, 16-18=0/2762, 15-16=0/1963, 13-15=0/2193, 12-13=-27/271 WEBS 4-19=0/1206, 5-19=-1155/25, 5-16=-1101/128, 6-16=0/1049, 7-15=-458/123, 8-15=0/935, 9-15=-552/158, 3-20=-2263/33, 11-13=0/1959 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 6-5-7, Exterior(2R) 6-5-7 to 12-5-7, Interior(1) 12-5-7 to 17-4-8, Exterior(2R) 17-4-8 to 23-4-8, Interior(1) 23-4-8 to 26-6-8, Exterior(2R) 26-6-8 to 32-6-8, Interior(1) 32-6-8 to 42-5-12, Exterior(2E) 42-5-12 to 45-5-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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.).November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T20 Truss Type PIGGYBACK BASE Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633792 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-XURwhbuQ6nWqLdq7Fi7Pz1DfomJ4THeZvJOukEyIfES Scale = 1:88.7 12 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 28 29 30 5x6 6x6 5x10 MT18HS 5x6 3x6 12x18 MT18HS 3x16 MT18HS4x6 4x6 4x8 3x6 3x8 3x6 4x6 3x8 MT18HS 5x8 3x6 7-2-77-2-7 11-2-74-0-0 20-4-89-2-1 29-6-89-2-0 37-9-108-3-2 45-7-87-9-14 -0-11-0 0-11-0 7-2-7 7-2-7 11-2-7 4-0-0 20-4-8 9-2-1 24-11-8 4-7-0 29-6-8 4-7-0 37-9-10 8-3-2 45-7-8 7-9-14 1-1-05-8-1212-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [3:0-2-12,0-1-4], [5:0-7-12,0-2-0], [7:0-3-12,0-2-0], [10:Edge,0-1-8], [11:0-3-8,Edge], [12:0-2-8,0-2-0], [15:0-2-8,0-2-0], [17:0-2-8,0-1-8], [18:0-2-8,0-2-0], [19:0-1-12,0-0-0], [19:Edge,0-10-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.89 0.85 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.53 0.11 (loc) 14-15 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 230 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x6 SPF No.2, 7-8,8-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 11-13: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,3-17,4-17,9-12,10-12,2-18: 2x3 SPF No.2 10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-1-10 max.): 3-4, 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-15, 6-14, 9-14 REACTIONS. (size)19=0-3-8, 11=Mechanical Max Horz 19=-215(LC 8) Max Uplift 19=-1(LC 10) Max Grav 19=2057(LC 2), 11=2021(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2758/3, 3-4=-3141/9, 4-5=-2521/69, 5-6=-1989/104, 6-7=-1842/103, 7-9=-2332/77, 9-10=-2727/0, 10-11=-1898/0, 2-19=-1927/42 BOT CHORD 18-19=-239/639, 17-18=-48/2246, 15-17=-12/3159, 14-15=0/1952, 12-14=0/2193 WEBS 3-17=0/1599, 4-17=-1029/50, 4-15=-1374/129, 5-15=0/981, 6-14=-457/122, 7-14=0/914, 9-14=-550/160, 10-12=0/1988, 2-18=0/1786 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 2-11-8, Exterior(2R) 2-11-8 to 7-2-7, Exterior(2E) 7-2-7 to 11-2-7, Interior(1) 11-2-7 to 16-1-9, Exterior(2R) 16-1-9 to 24-7-7, Interior(1) 24-7-7 to 25-3-9, Exterior(2R) 25-3-9 to 33-9-7, Interior(1) 33-9-7 to 42-5-12, Exterior(2E) 42-5-12 to 45-5-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T21 Truss Type PIGGYBACK BASE Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633793 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-x372KdwIPiuOC5Zixrg6bfrCU_KKgbh?cHcYLZyIfEP Scale = 1:85.0 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 2324 25 26 27 28 29 30 31 5x8 9x22 MT18HS 5x6 5x6 3x6 12x18 MT18HS 5x10 MT18HS4x6 5x8 4x6 4x8 3x6 3x8 3x6 4x6 3x8 MT18HS 5x8 3x6 4-11-74-11-7 8-11-74-0-0 20-4-811-5-1 29-6-89-2-0 37-9-118-3-2 45-7-87-9-13 -0-11-0 0-11-0 4-11-7 4-11-7 8-11-7 4-0-0 14-7-15 5-8-8 20-4-8 5-8-9 24-11-8 4-7-0 29-6-8 4-7-0 37-9-11 8-3-2 45-7-8 7-9-13 1-1-04-2-1212-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-0], [4:0-11-0,0-1-15], [5:0-2-0,0-2-0], [6:0-4-4,0-2-4], [8:0-3-12,0-2-0], [11:Edge,0-1-8], [12:0-3-8,Edge], [13:0-2-8,0-2-0], [18:0-4-0,0-1-8], [19:0-2-8,0-2-0], [20:0-1-12,0-0-0], [20:Edge,0-10-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.67 0.88 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.60 -1.07 0.10 (loc) 16-18 16-18 12 l/defl >905 >509 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 221 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6,8-9,9-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-14: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-16,7-16,7-15,8-15,10-15: 2x4 SPF No.2 11-12,2-20: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins, except end verticals, and 2-0-0 oc purlins (2-8-5 max.): 3-4, 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 5-16, 7-16, 7-15, 10-15 REACTIONS. (size)20=0-3-8, 12=Mechanical Max Horz 20=215(LC 7) Max Uplift 20=-1(LC 10) Max Grav 20=2087(LC 2), 12=2038(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2696/5, 3-4=-3783/0, 4-5=-4535/34, 5-6=-2523/72, 6-7=-2032/90, 7-8=-1862/97, 8-10=-2356/70, 10-11=-2755/0, 11-12=-1917/0, 2-20=-1979/32 BOT CHORD 19-20=-194/405, 18-19=-79/2252, 16-18=0/2591, 15-16=0/1988, 13-15=0/2216 WEBS 3-19=-317/8, 3-18=0/2199, 4-18=-2724/77, 5-18=-28/1948, 5-16=-994/169, 6-16=0/1121, 7-15=-472/119, 8-15=0/932, 10-15=-554/159, 11-13=0/2013, 2-19=0/1993 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, Exterior(2R) 2-1-0 to 4-11-7, Exterior(2E) 4-11-7 to 8-11-7, Interior(1) 8-11-7 to 16-1-9, Exterior(2R) 16-1-9 to 24-7-7, Interior(1) 24-7-7 to 25-3-9, Exterior(2R) 25-3-9 to 33-9-7, Interior(1) 33-9-7 to 42-5-12, Exterior(2E) 42-5-12 to 45-5-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T22 Truss Type Piggyback Base Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633794 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-PFgQXyxxA?0FqE8uUYBL8tOJhNeBP6w8qxM6u?yIfEO Scale = 1:80.3 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 2021 22 23 24 25 26 27 3x6 5x6 5x6 3x6 12x18 MT18HS 3x6 3x4 3x6 3x8 3x4 3x8 3x4 4x6 3x8 MT18HS 5x6 3x6 8-1-58-1-5 16-4-88-3-3 25-6-89-2-0 33-9-118-3-2 41-7-87-9-13 8-1-5 8-1-5 16-4-8 8-3-3 20-11-8 4-7-0 25-6-8 4-7-0 33-9-11 8-3-2 41-7-8 7-9-13 1-1-012-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [4:0-3-12,0-2-0], [6:0-3-12,0-2-0], [9:Edge,0-1-12], [11:0-2-8,0-2-0], [16:0-1-12,0-1-8], [17:Edge,0-10-2], [17:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.96 0.97 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.46 0.09 (loc) 13-14 13-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 203 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-6,7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-16,8-11,1-16,9-11: 2x3 SPF No.2, 1-17,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-5-11 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-14, 5-13, 8-13, 5-14 REACTIONS. (size)17=0-5-8, 10=Mechanical Max Horz 17=-209(LC 8) Max Grav 17=1846(LC 2), 10=1847(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2541/0, 2-4=-2060/71, 4-5=-1614/98, 5-6=-1604/99, 6-8=-2047/71, 8-9=-2466/0, 1-17=-1717/12, 9-10=-1725/8 BOT CHORD 16-17=-177/475, 14-16=-32/2124, 13-14=0/1647, 11-13=0/1975 WEBS 2-14=-634/158, 4-14=0/766, 5-13=-298/144, 6-13=0/756, 8-13=-570/156, 1-16=0/1738, 9-11=0/1772, 5-14=-278/148 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-1-9, Exterior(2R) 12-1-9 to 20-7-7, Interior(1) 20-7-7 to 21-3-9, Exterior(2R) 21-3-9 to 29-9-7, Interior(1) 29-9-7 to 38-5-12, Exterior(2E) 38-5-12 to 41-5-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T23 Truss Type PIGGYBACK BASE Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633795 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-EP2ho00hlrnPY9b2rpIlN8eLkoj1pom1DspQ5fyIfEI Scale = 1:83.9 12 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 24 25 2627 28 29 30 31 3x6 6x8 6x8 3x6 12x18 MT18HS 3x8 MT18HS 2x4 4x6 8x8 2x4 2x4 3x6 3x4 3x6 5x8 8x10 5x8 3x4 3x6 3x8 MT18HS 5x6 8-1-58-1-5 16-4-88-3-3 20-1-73-8-15 21-10-81-9-1 25-6-83-8-0 33-9-118-3-2 41-7-87-9-13 -0-11-0 0-11-0 8-1-5 8-1-5 16-4-8 8-3-3 20-1-7 3-8-15 21-10-8 1-9-1 25-6-8 3-8-0 33-9-11 8-3-2 41-7-8 7-9-13 1-1-012-0-01-3-53-0-012-0-08.00 12 Plate Offsets (X,Y)-- [5:0-5-12,0-2-0], [8:0-5-12,0-2-0], [11:Edge,0-1-12], [13:0-1-12,0-1-8], [15:0-3-0,0-2-0], [17:0-2-4,0-3-0], [18:0-6-8,0-4-4], [20:0-1-8,0-2-0], [22:0-2-4,0-1-8] , [23:Edge,0-10-2], [23:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.92 0.87 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.44 0.24 (loc) 20-22 20-22 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 231 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,8-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-20,5-20,8-15,10-15,2-23: 2x4 SPF No.2, 11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-9-3 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 6-18, 7-17 WEBS 1 Row at midpt 3-20, 5-20, 6-17, 8-15, 10-15 REACTIONS. (size)23=0-5-8, 12=Mechanical Max Horz 23=215(LC 7) Max Grav 23=1858(LC 2), 12=1804(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2479/0, 3-5=-1976/71, 5-6=-2193/58, 6-7=-2126/62, 7-8=-2121/62, 8-10=-1967/72, 10-11=-2407/0, 2-23=-1733/25, 11-12=-1686/7 BOT CHORD 22-23=-219/584, 20-22=-28/2062, 6-18=-43/315, 17-18=0/2219, 13-15=0/1925 WEBS 3-22=0/281, 3-20=-639/150, 5-20=-878/7, 18-20=0/2089, 5-18=0/1696, 6-17=-359/59, 15-17=0/2009, 8-17=-5/1608, 8-15=-812/71, 10-15=-591/152, 2-22=0/1588, 11-13=0/1730 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-1-9, Exterior(2R) 12-1-9 to 20-7-7, Interior(1) 20-7-7 to 21-3-9, Exterior(2R) 21-3-9 to 29-9-7, Interior(1) 29-9-7 to 38-5-12, Exterior(2E) 38-5-12 to 41-5-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T24 Truss Type HIP Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633796 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-e_jqQ12a2m9_PdKdWxsS?mGsX0kn?BXTvq14izyIfEF Scale = 1:85.9 12 3 4 5 6 7 8 910 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 3x6 5x6 5x6 3x6 12x18 MT18HS 3x8 MT18HS 3x4 3x6 3x4 3x8 3x4 3x6 3x8 MT18HS 12x18 MT18HS 8-1-68-1-6 17-2-49-0-15 24-8-127-6-8 33-9-109-0-15 41-11-08-1-6 -0-11-0 0-11-0 8-1-6 8-1-6 17-2-4 9-0-15 24-8-12 7-6-8 33-9-10 9-0-15 41-11-0 8-1-6 42-10-0 0-11-0 1-1-012-4-1012-6-81-1-012-4-108.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-0], [6:0-3-3,Edge], [11:Edge,0-10-2], [11:0-1-12,0-0-0], [12:0-2-0,0-1-8], [17:0-2-0,0-1-8], [18:0-1-12,0-0-0], [18:Edge,0-10-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.95 0.93 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.39 0.09 (loc) 15-17 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 197 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-6: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-17,8-12,2-17,9-12: 2x3 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 (2-2-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-15, 5-14, 8-14 REACTIONS. (size)18=0-5-8, 11=0-3-8 Max Horz 18=237(LC 9) Max Grav 18=1922(LC 17), 11=1917(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2573/0, 3-5=-2055/67, 5-6=-1587/99, 6-8=-2046/67, 8-9=-2565/0, 2-18=-1799/28, 9-11=-1794/27 BOT CHORD 17-18=-205/561, 15-17=-21/2179, 14-15=0/1629, 12-14=0/2048, 11-12=-55/389 WEBS 3-17=0/276, 3-15=-658/165, 5-15=0/731, 6-14=0/694, 8-14=-659/165, 8-12=0/278, 2-17=0/1697, 9-12=0/1691 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-11-5, Exterior(2R) 12-11-5 to 28-11-11, Interior(1) 28-11-11 to 39-10-0, Exterior(2E) 39-10-0 to 42-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T25 Truss Type HIP Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633797 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-3ZPz234SLhXYG43CB3P9dPuN4DoBCYHvboGkJIyIfEC Scale = 1:79.1 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 30 3x6 5x6 5x6 3x6 12x18 MT18HS 3x6 3x4 3x6 3x8 2x4 3x8 3x8 3x4 3x6 12x18 MT18HS 3x6 7-6-147-6-14 14-11-47-4-6 20-11-86-0-4 26-11-126-0-4 34-4-27-4-6 41-11-07-6-14 -0-11-0 0-11-0 7-6-14 7-6-14 14-11-4 7-4-6 20-11-8 6-0-4 26-11-12 6-0-4 34-4-2 7-4-6 41-11-0 7-6-14 42-10-0 0-11-0 1-1-010-10-1011-0-81-1-010-10-108.00 12 Plate Offsets (X,Y)-- [5:0-3-3,Edge], [7:0-3-3,Edge], [12:Edge,0-10-2], [12:0-1-12,0-0-0], [13:0-2-0,0-1-8], [19:0-2-0,0-1-8], [20:0-1-12,0-0-0], [20:Edge,0-10-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.93 0.76 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.29 0.10 (loc) 16-18 13-14 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 204 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-18,6-18,6-16,6-14,7-14: 2x4 SPF No.2, 2-20,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-2-6 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-18, 6-18, 6-14, 9-14 REACTIONS. (size)20=0-5-8, 12=0-3-8 Max Horz 20=210(LC 9) Max Grav 20=1918(LC 2), 12=1918(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2559/0, 3-5=-2173/53, 5-6=-1713/81, 6-7=-1713/81, 7-9=-2173/53, 9-10=-2559/0, 2-20=-1795/15, 10-12=-1795/14 BOT CHORD 19-20=-186/535, 18-19=0/2106, 16-18=0/1897, 14-16=0/1897, 13-14=0/2045, 12-13=-63/383 WEBS 3-18=-507/141, 5-18=0/836, 6-18=-467/112, 6-16=0/349, 6-14=-467/112, 7-14=0/836, 9-14=-507/140, 2-19=0/1697, 10-13=0/1697 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 10-8-5, Exterior(2R) 10-8-5 to 19-2-3, Interior(1) 19-2-3 to 22-8-13, Exterior(2R) 22-8-13 to 31-2-11, Interior(1) 31-2-11 to 39-10-0, Exterior(2E) 39-10-0 to 42-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T26 Truss Type HIP Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633798 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-?yXjTl6jtJnGVOCaJURdiqzlB1Q0gT_C26lrNByIfEA Scale = 1:80.8 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 3x6 5x10 MT18HS 3x8 3x6 12x18 MT18HS 3x8 MT18HS 3x4 3x6 3x8 2x4 3x8 3x8 3x4 3x6 12x18 MT18HS 5x10 MT18HS 3x8 MT18HS 6-5-66-5-6 12-8-46-2-14 20-11-88-3-4 29-2-128-3-4 35-5-106-2-14 41-11-06-5-6 -0-11-0 0-11-0 6-5-6 6-5-6 12-8-4 6-2-14 20-11-8 8-3-4 29-2-12 8-3-4 35-5-10 6-2-14 41-11-0 6-5-6 42-10-0 0-11-0 1-1-09-4-109-6-81-1-09-4-108.00 12 Plate Offsets (X,Y)-- [5:0-7-4,0-2-4], [8:0-7-4,0-2-4], [13:Edge,0-10-2], [13:0-1-12,0-0-0], [14:0-2-0,0-1-8], [20:0-2-0,0-1-8], [21:Edge,0-10-2], [21:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.83 0.99 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.44 0.11 (loc) 15-17 15-17 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 185 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-19,6-15: 2x4 SPF No.2, 2-21,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-19, 6-15 REACTIONS. (size)21=0-5-8, 13=0-3-8 Max Horz 21=183(LC 9) Max Grav 21=1897(LC 2), 13=1897(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2492/0, 3-5=-2277/25, 5-6=-1828/55, 6-8=-1828/55, 8-10=-2277/25, 10-11=-2492/0, 2-21=-1777/0, 11-13=-1777/0 BOT CHORD 20-21=-149/489, 19-20=-9/2003, 17-19=0/2242, 15-17=0/2242, 14-15=0/1995, 13-14=-29/360 WEBS 3-19=-301/128, 5-19=0/865, 6-19=-695/104, 6-17=0/508, 6-15=-692/104, 8-15=0/859, 10-15=-297/128, 2-20=0/1659, 11-14=0/1656 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 8-5-5, Exterior(2R) 8-5-5 to 16-11-3, Interior(1) 16-11-3 to 24-11-13, Exterior(2R) 24-11-13 to 33-5-11, Interior(1) 33-5-11 to 39-10-0, Exterior(2E) 39-10-0 to 42-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T27 Truss Type ROOF SPECIAL Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633799 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-PXCs5m8b9E9rMsx9_c?KKSbHhEYXtk6fl4zV_WyIfE7 Scale = 1:78.2 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 26 5x6 3x8 5x8 5x8 3x8 MT18HS3x8 3x8 3x8 2x4 6x8 4x8 2x4 3x6 5x10 MT18HS 3x8 MT18HS 4x6 5x8 10-5-410-5-4 19-5-49-0-0 28-5-49-0-0 35-10-07-4-12 41-11-06-1-0 -0-11-0 0-11-0 5-3-14 5-3-14 10-5-4 5-1-6 19-5-4 9-0-0 28-5-4 9-0-0 29-11-8 1-6-4 35-10-0 5-10-8 41-11-0 6-1-0 42-10-0 0-11-0 1-1-07-10-109-0-111-1-07-10-108.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-8], [4:0-3-3,Edge], [7:0-5-0,0-1-12], [10:0-3-8,0-1-8], [12:Edge,0-2-0], [13:0-2-0,0-2-0], [14:0-1-12,0-1-12] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.69 0.62 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.54 0.11 (loc) 14-16 14-16 12 l/defl >999 >919 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 188 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6,6-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-18,5-14,8-13: 2x4 SPF No.2, 7-14,2-19,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-11 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 5-14, 7-14, 3-19 REACTIONS. (size)19=0-5-8, 12=0-3-8 Max Horz 19=176(LC 9) Max Uplift 19=-64(LC 10) Max Grav 19=1909(LC 2), 12=1934(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-553/60, 3-4=-2413/129, 4-5=-1954/139, 5-7=-2287/84, 7-8=-2775/133, 8-9=-2556/124, 9-10=-2547/19, 2-19=-481/73, 10-12=-1834/36 BOT CHORD 18-19=-121/1923, 16-18=-34/2707, 14-16=-34/2707, 13-14=0/1861, 12-13=-36/280 WEBS 4-18=0/963, 5-18=-982/95, 5-16=0/506, 5-14=-622/83, 7-14=-1791/157, 8-14=-110/2519, 8-13=-154/422, 9-13=-366/185, 3-19=-2015/72, 10-13=0/1800 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 7-5-4, Exterior(2R) 7-5-4 to 13-5-4, Interior(1) 13-5-4 to 28-5-4, Exterior(2R) 28-5-4 to 32-11-8, Interior(1) 32-11-8 to 39-10-0, Exterior(2E) 39-10-0 to 42-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19. 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T28 Truss Type ROOF SPECIAL Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633800 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-LvKcWSArhrPZb95Y611oPtgbE2D2LefxCOSc2OyIfE5 Scale = 1:79.5 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 5x6 3x12 5x16 MT18HS 5x12 3x16 MT18HS4x8 3x12 3x12 2x4 6x8 3x4 4x6 3x6 5x10 MT18HS 5x10 MT18HS 4x6 3x6 8-2-48-2-4 17-2-49-0-0 26-2-49-0-0 33-11-67-9-2 41-11-07-11-10 -0-11-0 0-11-0 4-2-6 4-2-6 8-2-4 3-11-14 17-2-4 9-0-0 26-2-4 9-0-0 29-11-8 3-9-4 35-10-0 5-10-8 41-11-0 6-1-0 42-10-0 0-11-0 1-1-06-4-109-0-111-1-06-4-108.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-8], [4:0-3-3,Edge], [5:0-5-8,0-1-8], [7:0-8-0,0-1-15], [9:0-2-0,0-2-0], [10:0-3-0,Edge], [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-AS 0.81 0.62 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.62 0.13 (loc) 15-16 15-16 12 l/defl >999 >807 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 182 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6,6-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-18,5-15,8-15: 2x4 SPF No.2, 7-15,2-19,10-12,9-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-18, 5-15, 7-15, 3-19, 9-12 REACTIONS. (size)19=0-5-8, 12=0-3-8 Max Horz 19=-176(LC 8) Max Uplift 19=-64(LC 10) Max Grav 19=1898(LC 2), 12=1915(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-487/48, 3-4=-2435/117, 4-5=-2011/127, 5-7=-3035/80, 7-8=-3675/156, 8-9=-2455/91, 9-10=-640/76, 2-19=-436/63, 10-12=-544/83 BOT CHORD 18-19=-117/1858, 16-18=-70/3238, 15-16=-70/3238, 13-15=0/1819, 12-13=0/1988 WEBS 4-18=0/983, 5-18=-1478/44, 5-16=0/489, 5-15=-330/73, 7-15=-2327/180, 8-15=-130/3027, 8-13=-72/437, 3-19=-2029/65, 9-12=-2018/0 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-2-4, Exterior(2R) 5-2-4 to 11-2-4, Interior(1) 11-2-4 to 26-11-8, Exterior(2R) 26-11-8 to 32-11-8, Interior(1) 32-11-8 to 39-10-0, Exterior(2E) 39-10-0 to 42-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 7 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T29 Truss Type ROOF SPECIAL Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633801 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-IISMx8B6DSgHrTFxDS4GUImy_rrfpYmEfixj7HyIfE3 Scale = 1:76.5 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 235x6 3x8 5x6 3x4 3x8 MT18HS5x8 4x6 3x4 3x4 3x4 5x10 MT18HS 4x8 4x6 5x6 4x6 4x6 3x8 MT18HS 5-11-45-11-4 14-11-49-0-0 23-11-49-0-0 32-9-148-10-10 41-11-09-1-2 -0-11-0 0-11-0 5-11-4 5-11-4 11-11-4 6-0-0 17-11-4 6-0-0 23-11-4 6-0-0 29-11-8 6-0-4 35-10-0 5-10-8 41-11-0 6-1-0 42-10-0 0-11-0 1-1-04-10-109-0-111-1-04-10-108.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [3:0-3-3,Edge], [7:0-5-0,0-1-15], [9:0-2-8,0-2-0], [10:0-3-0,Edge], [12:0-2-12,0-2-0], [13:0-3-13,0-1-8] 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-MSH 0.73 0.87 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.62 0.15 (loc) 15-16 15-16 12 l/defl >999 >805 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 168 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-6,6-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 17-19: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-13: 2x4 SPF 2100F 1.8E, 2-19,10-12,9-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-7 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 7-13, 9-12 REACTIONS. (size)19=0-5-8, 12=0-3-8 Max Horz 19=-176(LC 8) Max Uplift 19=-64(LC 10) Max Grav 19=1729(LC 1), 12=1729(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2279/87, 3-4=-1819/107, 4-5=-3462/108, 5-7=-3692/79, 7-8=-1528/76, 8-9=-2158/76, 9-10=-490/85, 2-19=-1678/89, 10-12=-462/88 BOT CHORD 18-19=-163/358, 16-18=-121/3080, 15-16=-111/3720, 13-15=-48/3696, 12-13=0/1772 WEBS 3-18=0/880, 4-18=-1588/57, 4-16=0/698, 5-16=-472/58, 7-15=0/325, 7-13=-2834/124, 8-13=0/1670, 2-18=0/1593, 9-12=-1868/0 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-11-4, Exterior(2R) 2-11-4 to 8-11-4, Interior(1) 8-11-4 to 26-11-8, Exterior(2R) 26-11-8 to 32-11-8, Interior(1) 32-11-8 to 39-10-0, Exterior(2E) 39-10-0 to 42-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19. 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T30 Truss Type Common Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633802 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-mU?l8UCk_mo8Sdq7nAbV1WI6zFClY6uOuMhGfjyIfE2 Scale = 1:55.1 1 2 3 4 5 8 7 6 9 10 11 12 13 14 3x4 4x6 3x4 5x16 MT18HS 3x4 3x4 4x8 4x8 11-11-811-11-8 23-11-011-11-8 6-1-0 6-1-0 11-11-8 5-10-8 17-10-0 5-10-8 23-11-0 6-1-0 1-1-09-0-111-1-08.00 12 Plate Offsets (X,Y)-- [6:Edge,0-1-8], [7:0-8-0,0-3-0], [8: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-MSH 0.78 0.81 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.39 -0.70 0.03 (loc) 7-8 7-8 6 l/defl >725 >407 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 92 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 1-8,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-8, 4-6 REACTIONS. (size)8=Mechanical, 6=Mechanical Max Horz 8=-141(LC 8) Max Grav 8=1064(LC 17), 6=1064(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-510/35, 2-3=-1045/66, 3-4=-1045/66, 4-5=-510/35, 1-8=-392/46, 5-6=-392/46 BOT CHORD 7-8=-68/1047, 6-7=0/949 WEBS 3-7=0/770, 4-7=-285/169, 2-7=-285/169, 2-8=-827/50, 4-6=-827/50 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 8-11-8, Exterior(2R) 8-11-8 to 14-11-8, Interior(1) 14-11-8 to 20-9-4, Exterior(2E) 20-9-4 to 23-9-4 zone; cantilever 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T31 Truss Type Hip Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633803 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-it7VZAE_WN2riwzVubdz6xOUW3uq0tLgMgANkcyIfE0 Scale = 1:49.1 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 3x4 4x6 4x6 3x4 3x8 MT18HS 3x8 3x4 3x4 3x4 4x6 4x6 10-5-410-5-4 13-5-123-0-8 23-11-010-5-4 5-3-14 5-3-14 10-5-4 5-1-6 13-5-12 3-0-8 18-7-2 5-1-6 23-11-0 5-3-14 1-1-07-10-108-0-81-1-07-10-108.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12], [4:0-3-0,0-1-0], [7:Edge,0-2-0], [10:0-2-4,0-1-8], [11:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.65 0.77 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.59 0.03 (loc) 7-8 7-8 7 l/defl >972 >481 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 100 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-11,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS. (size)11=0-5-8, 7=Mechanical Max Horz 11=-138(LC 8) Max Grav 11=945(LC 1), 7=945(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-344/15, 2-3=-988/64, 3-4=-744/81, 4-5=-987/64, 5-6=-345/19, 1-11=-278/31, 6-7=-279/34 BOT CHORD 10-11=-55/892, 8-10=0/743, 7-8=0/892 WEBS 3-10=0/301, 4-8=-8/301, 2-11=-886/51, 5-7=-884/62 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-2-5, Exterior(2R) 6-2-5 to 17-8-11, Interior(1) 17-8-11 to 20-9-4, Exterior(2E) 20-9-4 to 23-9-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T32 Truss Type HIP Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633804 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-A3htnWEcHhAiJ4YiSI8Cf8wa1SGzlWAqaJvwG2yIfE? Scale = 1:42.6 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 5x6 5x6 5x6 3x4 3x6 3x4 3x8 8x8 3x4 8-2-48-2-4 15-8-127-6-8 23-11-08-2-4 -0-11-0 0-11-0 8-2-4 8-2-4 15-8-12 7-6-8 23-11-0 8-2-4 1-1-06-4-106-6-81-1-06-4-108.00 12 Plate Offsets (X,Y)-- [2:0-1-14,Edge], [3:0-3-0,0-2-0], [4:0-3-3,Edge], [5:Edge,0-1-8], [6: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-MSH 0.98 0.59 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.21 0.02 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 91 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,5-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-11 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS. (size)10=0-5-8, 6=Mechanical Max Horz 10=116(LC 7) Max Grav 10=1085(LC 2), 6=1020(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1266/57, 3-4=-948/90, 4-5=-1246/55, 2-10=-959/71, 5-6=-892/50 BOT CHORD 9-10=-212/585, 7-9=0/953, 6-7=-75/374 WEBS 3-9=0/328, 4-7=0/298, 2-9=-75/617, 5-7=-34/659 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-11-5, Exterior(2R) 3-11-5 to 19-11-11, Interior(1) 19-11-11 to 20-9-4, Exterior(2E) 20-9-4 to 23-9-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 15% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T33 Truss Type HIP Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633805 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-6SpeCBGtpIQQZOi4ajAgkZ01xG?EDIx72dO1KxyIfDz Scale = 1:42.3 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 4x6 4x6 5x6 2x4 3x8 5x6 3x8 3x8 5x6 2x4 5-11-45-11-4 11-11-86-0-4 17-11-126-0-4 23-11-05-11-4 -0-11-0 0-11-0 5-11-4 5-11-4 11-11-8 6-0-4 17-11-12 6-0-4 23-11-0 5-11-4 1-1-04-10-105-0-81-1-04-10-108.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-12], [3:0-3-0,0-1-12], [5:0-3-0,0-1-12], [6:Edge,0-1-12], [7:0-1-12,0-1-0], [9:0-3-0,0-3-0], [11:0-1-12,0-1-0] 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-MSH 0.57 0.41 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 0.03 (loc) 9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-6 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-5-8, 7=Mechanical Max Horz 11=89(LC 7) Max Grav 11=1010(LC 1), 7=944(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1198/34, 3-4=-917/59, 4-5=-923/56, 5-6=-1197/29, 2-11=-955/57, 6-7=-888/29 BOT CHORD 10-11=-113/277, 9-10=-15/1269, 8-9=-15/1269 WEBS 3-10=0/357, 4-10=-499/73, 4-8=-495/74, 5-8=0/353, 2-10=-25/711, 6-8=-8/757 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 10-2-3, Interior(1) 10-2-3 to 13-8-13, Exterior(2R) 13-8-13 to 20-9-4, Exterior(2E) 20-9-4 to 23-9-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T34 Truss Type HALF HIP Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633806 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-6SpeCBGtpIQQZOi4ajAgkZ07CG4iDTw72dO1KxyIfDz Scale = 1:21.3 1 2 3 4 5 10 9 8 7 6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2-3-82-3-8 3-4-41-0-12 4-6-01-1-12 -0-11-0 0-11-0 2-3-8 2-3-8 3-4-4 1-0-12 4-6-0 1-1-12 1-2-03-8-32-8-110-11-83-0-30-8-03-8-39.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MR 0.17 0.12 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.01 (loc) 8 9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-9: 2x3 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-7: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 6=0-1-8 Max Horz 10=78(LC 10) Max Uplift 6=-33(LC 10) Max Grav 10=240(LC 1), 6=160(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 and C-C Exterior(2E) -0-11-0 to 2-1-3, Exterior(2R) 2-1-3 to 3-4-4, Exterior(2E) 3-4-4 to 4-4-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss T35 Truss Type HALF HIP Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633807 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-beN0PXHVacYHBYHH7QivGnYHXgQ2yw?GGH8bsNyIfDy Scale = 1:21.3 1 2 3 4 7 6 5 8 4x6 2x4 3x4 2x4 3x4 2x4 3-4-43-4-4 4-6-01-1-12 -0-11-0 0-11-0 3-4-4 3-4-4 4-6-0 1-1-12 1-2-03-8-33-4-110-3-83-8-39.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MR 0.20 0.11 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-1-8 Max Horz 7=78(LC 10) Max Uplift 5=-33(LC 10) Max Grav 7=240(LC 1), 5=160(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 and C-C Exterior(2E) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 3-4-4, Exterior(2E) 3-4-4 to 4-4-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss TG01 Truss Type HALF HIP GIRDER Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633808 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-3qxOctH7Lwg8oisTh8D8p_5Rq4l4hMQQVxt8OpyIfDx Scale = 1:14.3 1 2 3 4 7 6 5 8 9 10 4x6 2x4 3x6 2x4 3x4 3-0-03-0-0 5-11-82-11-8 -0-11-0 0-11-0 3-0-0 3-0-0 5-11-8 2-11-8 0-9-01-9-01-5-80-3-81-9-04.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.29 0.19 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6,3-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-1-8 Max Horz 7=34(LC 4) Max Uplift 7=-78(LC 4), 5=-56(LC 4) Max Grav 7=352(LC 1), 5=259(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-322/57, 2-7=-275/71 BOT CHORD 6-7=-60/269, 5-6=-60/275 WEBS 3-5=-281/62 NOTES-(12-13) 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 exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 23 lb down and 31 lb up at 4-0-4 on top chord, and 74 lb down and 27 lb up at 2-0-4, and 16 lb down at 4-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss TG01 Truss Type HALF HIP GIRDER Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633808 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:42 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-3qxOctH7Lwg8oisTh8D8p_5Rq4l4hMQQVxt8OpyIfDx LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 8=-11(F) 9=-74 10=-9(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss TG02 Truss Type HALF HIP GIRDER Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633809 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-X1UmqDIl5Do?QrRfFrkNMCedNT2oQgKZkbdhwGyIfDw Scale = 1:22.0 1 2 3 4 5 8 7 6 12 13 14 15 16 17 18 19 20 4x6 2x4 4x6 4x6 3x8 3x4 3x8 2x4 2-9-82-9-8 7-3-44-5-12 11-11-84-8-4 -0-11-0 0-11-0 2-9-8 2-9-8 7-3-4 4-5-12 11-11-8 4-8-4 0-9-01-6-91-8-31-6-94.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-14], [2:0-3-5,0-6-1], [4:0-1-8,0-1-8] 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 0.24 0.35 0.67 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: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-4 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-3-0 Max Horz 2=34(LC 4) Max Uplift 6=-114(LC 4), 2=-142(LC 4) Max Grav 6=510(LC 1), 2=614(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1009/219, 3-4=-942/214 BOT CHORD 2-8=-214/950, 7-8=-282/1261, 6-7=-282/1261 WEBS 4-8=-372/82, 4-6=-1215/271 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 exposed; porch 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 6=114, 2=142. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 21 lb down and 28 lb up at 4-0-4, 21 lb down and 28 lb up at 6-0-4, and 21 lb down and 28 lb up at 8-0-4, and 21 lb down and 28 lb up at 10-0-4 on top chord , and 79 lb down and 36 lb up at 2-0-4, 13 lb down at 4-0-4, 13 lb down at 6-0-4, and 13 lb down at 8-0-4, and 13 lb down at 10-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) StandardContinued on page 2 November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss TG02 Truss Type HALF HIP GIRDER Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633809 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:43 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-X1UmqDIl5Do?QrRfFrkNMCedNT2oQgKZkbdhwGyIfDw LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 12=-4(B) 13=-4(B) 14=-4(B) 15=-4(B) 16=-79 17=-6(B) 18=-6(B) 19=-6(B) 20=-6(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633810 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-?D281ZJNsXws2?0spZFcuPAm0tD997xizFMFTiyIfDv Scale: 1/2"=1'1 2 3 4 6 51011 12 2x4 4x8 4x6 4x6 3x8 5-0-115-0-11 9-11-84-10-13 5-0-11 5-0-11 9-11-8 4-10-13 10-10-8 0-11-0 4-0-130-9-04.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-0-3,0-7-9], [3:0-4-8,0-0-15], [3:0-0-2,0-0-5], [5:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.31 0.98 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.13 -0.02 (loc) 5-6 5-6 6 l/defl >999 >935 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-6 REACTIONS. (size)3=0-3-0, 6=Mechanical Max Horz 3=-103(LC 22) Max Uplift 3=-267(LC 5), 6=-364(LC 5) Max Grav 3=1210(LC 1), 6=1479(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2171/464 BOT CHORD 5-6=-498/2024, 3-5=-498/2024 WEBS 2-6=-2153/530, 2-5=-272/1197 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; cantilever left and right exposed ; end vertical right exposed; porch 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=267, 6=364. 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) 452 lb down and 134 lb up at 1-1-4, 452 lb down and 130 lb up at 3-1-4, and 452 lb down and 126 lb up at 5-1-4, and 490 lb down and 134 lb up at 7-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633810 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:44 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-?D281ZJNsXws2?0spZFcuPAm0tD997xizFMFTiyIfDv LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-60, 6-7=-20 Concentrated Loads (lb) Vert: 5=-452(B) 10=-452(B) 11=-452(B) 12=-490(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss TG04 Truss Type HALF HIP GIRDER Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633811 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-TPcXFvK?dr2jf9b2MGmrRdj_UHo9ukGsBv6o?8yIfDu Scale = 1:9.8 1 2 3 4 7 6 5 4x6 2x4 3x6 2x4 2x4 1-3-51-3-5 1-11-80-8-3 2-9-80-10-0 -0-11-0 0-11-0 1-11-8 1-11-8 2-9-8 0-10-0 0-9-01-4-131-1-50-3-81-4-134.00 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-MR 0.07 0.04 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 7 6 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 *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-0, 5=0-1-8 Max Horz 7=25(LC 4) Max Uplift 7=-31(LC 4), 5=-16(LC 9) Max Grav 7=177(LC 1), 5=98(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 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 exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 19 lb down and 24 lb up at 2-7-12, and 11 lb down and 20 lb up at 1-11-8 on top chord, and 17 lb down and 1 lb up at 1-11-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Continued on page 2 November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss TG04 Truss Type HALF HIP GIRDER Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633811 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:45 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-TPcXFvK?dr2jf9b2MGmrRdj_UHo9ukGsBv6o?8yIfDu LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-12(F) 6=1(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss TG05 Truss Type HALF HIP GIRDER Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633812 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-xcAvSFLdO8AaHJ9Ew_H4zqF9Dh8JdBV?QZrLXayIfDt Scale = 1:9.8 1 2 3 4 7 6 5 4x6 2x4 3x6 2x4 2x4 1-11-81-11-8 3-0-01-0-8 -0-11-0 0-11-0 1-11-8 1-11-8 3-0-0 1-0-8 0-9-01-4-131-1-50-3-81-4-134.00 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-MR 0.07 0.04 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 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 3-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-1-8 Max Horz 7=25(LC 25) Max Uplift 7=-32(LC 4), 5=-7(LC 5) Max Grav 7=184(LC 1), 5=94(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second 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 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 46 lb up at 1-11-8 on top chord, and 15 lb down and 2 lb up at 1-11-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Continued on page 2 November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss TG05 Truss Type HALF HIP GIRDER Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633812 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:46 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-xcAvSFLdO8AaHJ9Ew_H4zqF9Dh8JdBV?QZrLXayIfDt LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=2(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss TG06 Truss Type COMMON GIRDER Qty 1 Ply 2 44 Estates at Towne Meadow Job Reference (optional) I43633813 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-t_IftwMuwmQHWdJd2OKY3FLLzUn25ytIttKScTyIfDr Scale = 1:40.2 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 4x6 4x6 4x6 4x6 8x8 3x4 6x6 3x4 6x6 4x6 3-7-03-7-0 6-11-83-4-8 10-4-03-4-8 13-11-03-7-0 3-7-0 3-7-0 6-11-8 3-4-8 10-4-0 3-4-8 13-11-0 3-7-0 14-10-0 0-11-0 1-2-06-4-101-2-09.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [5:0-3-0,0-1-12], [7:Edge,0-3-8], [8:0-2-8,0-3-12], [10:0-2-8,0-3-12] 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-MSH 0.76 0.22 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.01 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 155 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 1-11,5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-3-8, 7=0-3-8 Max Horz 11=-124(LC 27) Max Grav 11=4774(LC 1), 7=3031(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3711/0, 2-3=-2789/0, 3-4=-2788/0, 4-5=-3499/0, 1-11=-2924/0, 5-7=-2870/0 BOT CHORD 10-11=0/490, 9-10=0/2908, 8-9=0/2731, 7-8=0/280 WEBS 3-9=0/3059, 4-9=-776/157, 4-8=-92/833, 2-9=-1028/0, 2-10=0/1129, 1-10=0/2527, 5-8=0/2528 NOTES-(9-10) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1891 lb down at 0-8-4, 1018 lb down at 2-8-4, 925 lb down at 4-8-4, 1000 lb down at 6-8-4, and 924 lb down at 8-8-4, and 1063 lb down and 150 lb up at 10-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss TG06 Truss Type COMMON GIRDER Qty 1 Ply 2 44 Estates at Towne Meadow Job Reference (optional) I43633813 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:48 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-t_IftwMuwmQHWdJd2OKY3FLLzUn25ytIttKScTyIfDr LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 9=-924(B) 12=-1891(B) 13=-925(B) 14=-925(B) 15=-924(B) 16=-1063(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss TG07 Truss Type Common Girder Qty 1 Ply 2 44 Estates at Towne Meadow Job Reference (optional) I43633814 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-MBs14GNWh3Y88mupb6rnbTtc0u6sqLxS6X408vyIfDq Scale = 1:41.5 1 2 3 4 5 10 9 8 7 6111213141516 4x10 4x6 4x10 5x8 5x8 10x10 3x4 8x8 3x4 8x8 3-9-83-9-8 7-4-83-7-0 10-11-83-7-0 14-9-03-9-8 3-9-8 3-9-8 7-4-8 3-7-0 10-11-8 3-7-0 14-9-0 3-9-8 1-2-06-8-61-2-09.00 12 Plate Offsets (X,Y)-- [1:0-5-0,0-1-8], [2:0-1-0,0-1-8], [3:0-2-8,0-2-0], [4:0-1-0,0-1-8], [5:0-5-0,0-1-8], [6:0-0-14,0-2-8], [7:0-2-8,0-5-4], [8:0-5-0,0-6-0], [9:0-2-8,0-5-4], [10:0-0-2 ,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-MSH 0.36 0.31 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.11 0.01 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 190 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 3-8: 2x4 SPF No.2, 1-10,5-6: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-5-8, 6=0-5-8 Max Horz 10=-119(LC 4) Max Grav 10=7428(LC 2), 6=7232(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7059/0, 2-3=-5621/0, 3-4=-5621/0, 4-5=-6840/0, 1-10=-5305/0, 5-6=-5150/0 BOT CHORD 9-10=0/1790, 8-9=0/5586, 7-8=0/5411, 6-7=0/1704 WEBS 3-8=0/6471, 4-8=-1325/0, 4-7=0/1550, 2-8=-1570/0, 2-9=0/1854, 1-9=0/3922, 5-7=0/3831 NOTES-(9-10) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2014 lb down at 1-4-12, 2009 lb down at 3-4-12, 2004 lb down at 5-4-12, 2021 lb down at 7-4-12, 2007 lb down at 9-4-12, and 1830 lb down at 11-6-4, and 1785 lb down at 13-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss TG07 Truss Type Common Girder Qty 1 Ply 2 44 Estates at Towne Meadow Job Reference (optional) I43633814 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:49 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-MBs14GNWh3Y88mupb6rnbTtc0u6sqLxS6X408vyIfDq LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 8=-1793(B) 11=-1789(B) 12=-1793(B) 13=-1793(B) 14=-1793(B) 15=-1633(B) 16=-1633(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss TG08 Truss Type HIP GIRDER Qty 1 Ply 2 44 Estates at Towne Meadow Job Reference (optional) I43633815 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-mmXAjIPO__xj?EdOHEOUD5V3y65S1fnuoVIglEyIfDn Scale = 1:89.0 12 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 132526272829 30 31 32 33 34 35 36 37 38 39 40 41 42 43 5x6 4x6 3x4 4x6 4x8 2x4 5x10 MT18HS 5x8 8x10 8x16 4x8 4x6 4x6 5x8 10x10 10x10 4x6 5x6 5x10 MT18HS6x8 2-3-82-3-8 5-2-42-10-12 12-5-87-3-4 21-10-39-4-11 31-4-19-5-15 40-8-129-4-11 45-11-05-2-4 -0-11-0 0-11-0 2-3-8 2-3-8 5-2-4 2-10-12 12-5-8 7-3-4 21-10-3 9-4-11 31-4-1 9-5-15 40-8-12 9-4-11 45-11-0 5-2-4 46-10-0 0-11-0 1-1-04-4-104-6-81-1-00-8-04-4-108.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-8], [4:0-3-0,0-2-0], [5:0-3-0,0-2-0], [9:0-2-0,0-2-0], [10:0-3-3,Edge], [13:Edge,0-8-2], [13:0-1-12,0-0-0], [14:0-3-4,0-2-4], [16:0-2-8,0-2-0], [18:0-2-8,0-3-8], [20:0-11-4,0-6-4], [21:0-1-12,0-2-4], [22:0-4-8,0-3-0], [23:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.63 0.44 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.47 -0.85 0.20 (loc) 18-19 18-19 13 l/defl >999 >640 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 529 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-4,10-12: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 3-23: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-19,5-21,7-16,9-14: 2x4 SPF No.2, 18-20: 2x4 SPF 2100F 1.8E 2-24,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-3 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-21, 9-14 REACTIONS. (size)13=0-3-8, 24=0-3-8 Max Horz 24=-92(LC 27) Max Uplift 13=-762(LC 4), 24=-763(LC 5) Max Grav 13=3430(LC 1), 24=3430(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5282/1278, 3-4=-5604/1417, 4-5=-4640/1186, 5-7=-10136/2645, 7-9=-8824/2305, 9-10=-3982/1014, 10-11=-4770/1180, 2-24=-3335/780, 11-13=-3299/772 BOT CHORD 23-24=-105/387, 3-22=-296/120, 21-22=-1102/4340, 20-21=-2708/10319, 18-19=-148/566, 16-18=-2668/10178, 14-16=-2285/8824, 13-14=-123/508 WEBS 19-20=-81/321, 5-20=-514/1900, 3-21=-229/507, 4-21=-703/2723, 5-21=-6197/1669, 18-20=-2532/9658, 7-18=-312/381, 7-16=-1491/415, 9-16=-388/1402, 9-14=-5295/1452, 10-14=-585/2243, 11-14=-905/3450, 2-22=-949/3995 NOTES-(13-14) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x3 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=762, 24=763.Continued on page 2 November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss TG08 Truss Type HIP GIRDER Qty 1 Ply 2 44 Estates at Towne Meadow Job Reference (optional) I43633815 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:52 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-mmXAjIPO__xj?EdOHEOUD5V3y65S1fnuoVIglEyIfDn NOTES-(13-14) 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 138 lb down and 45 lb up at 2-2-4, 140 lb down and 53 lb up at 3-11-8, 140 lb down and 81 lb up at 5-11-8, 140 lb down and 81 lb up at 7-11-8, 140 lb down and 81 lb up at 9-11-8, 140 lb down and 81 lb up at 11-11-8, 140 lb down and 81 lb up at 13-11-8, 140 lb down and 81 lb up at 15-11-8, 140 lb down and 81 lb up at 17-11-8, 140 lb down and 81 lb up at 19-11-8, 140 lb down and 81 lb up at 21-11-8, 140 lb down and 81 lb up at 23-11-8, 140 lb down and 81 lb up at 25-11-8, 140 lb down and 81 lb up at 27-11-8, 140 lb down and 81 lb up at 29-11-8, 140 lb down and 81 lb up at 31-11-8, 140 lb down and 81 lb up at 33-11-8, 140 lb down and 81 lb up at 35-11-8, 140 lb down and 81 lb up at 37-11-8, 140 lb down and 81 lb up at 39-11-8, and 140 lb down and 53 lb up at 41-11-8, and 138 lb down and 45 lb up at 43-11-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-10=-60, 10-11=-60, 11-12=-60, 23-24=-20, 20-22=-20, 13-19=-20 Concentrated Loads (lb) Vert: 23=-138 18=-140 15=-140 25=-140 26=-140 27=-140 28=-140 29=-140 30=-140 31=-140 32=-140 33=-140 34=-140 35=-140 36=-140 37=-140 38=-140 39=-140 40=-140 41=-140 42=-140 43=-138 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss TG09 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633816 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-i8fw8_RfWcBREYnnOfQyIWbLcviOVZvBGpnnp7yIfDl Scale = 1:85.8 12 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 5x8 5x12 5x6 5x6 3x6 10x10 4x6 4x6 4x8 4x6 5x16 MT18HS 4x8 3x6 4x8 3x6 4x6 12x18 MT18HS4x6 2-8-72-8-7 6-8-74-0-0 13-6-76-10-0 20-4-86-10-0 29-6-89-2-0 37-5-127-11-4 45-7-88-1-12 -0-11-0 0-11-0 2-8-7 2-8-7 6-8-7 4-0-0 13-6-7 6-10-0 20-4-8 6-10-0 24-11-8 4-7-0 29-6-8 4-7-0 37-5-12 7-11-4 45-7-8 8-1-12 1-1-02-8-1212-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-1-12], [4:0-8-0,0-1-15], [6:0-4-0,0-3-0], [6:0-0-0,0-1-12], [7:0-4-4,0-2-4], [9:0-3-12,0-2-0], [13:0-1-12,0-0-0], [13:Edge,0-10-2], [14:0-2-8,0-2-0], [19:0-2-8,0-2-0], [20:0-2-8,0-2-0], [21:0-2-4,0-2-0], [22:Edge,0-8-2], [22:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.88 0.73 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.43 0.09 (loc) 16-17 19-20 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 257 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-3,3-4,7-9: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 18-22: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 3-20,5-17,7-17,8-17,9-16,8-16: 2x4 SPF No.2 2-22,12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except end verticals, and 2-0-0 oc purlins (2-4-4 max.): 3-4, 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-19, 5-17, 8-17, 11-16, 8-16 REACTIONS. (size)22=0-3-8, 13=Mechanical Max Horz 22=214(LC 5) Max Uplift 22=-53(LC 8) Max Grav 22=2061(LC 2), 13=2027(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2443/62, 3-4=-4571/19, 4-5=-3435/2, 5-7=-2507/46, 7-8=-2005/75, 8-9=-1865/62, 9-11=-2356/24, 11-12=-2759/0, 2-22=-2009/65, 12-13=-1884/4 BOT CHORD 21-22=-190/322, 20-21=-157/2148, 19-20=-109/4669, 17-19=-14/2840, 16-17=0/1976, 14-16=0/2214, 13-14=-38/344 WEBS 3-21=-417/23, 3-20=0/2970, 4-20=-1490/42, 4-19=-1952/101, 5-19=0/968, 5-17=-1211/153, 7-17=0/1073, 9-16=0/947, 11-16=-558/159, 2-21=-9/1946, 12-14=0/1904, 8-16=-457/129 NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second 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 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 88 lb down and 74 lb up at 3-1-6 on top chord, and 31 lb down and 14 lb up at 3-1-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss TG09 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633816 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:54 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-i8fw8_RfWcBREYnnOfQyIWbLcviOVZvBGpnnp7yIfDl NOTES-(13-14) 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-7=-60, 7-9=-60, 9-12=-60, 13-22=-20 Concentrated Loads (lb) Vert: 23=-0(B) 24=0(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss TG10 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633817 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-fXnhZfSv1DR9Urw9W4TQNxgizjMKzUgTj7Gtu?yIfDj Scale = 1:74.7 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 28 29 30 31 32 5x6 4x8 5x6 10x10 10x10 6x18 MT18HS6x16 5x12 2x4 4x6 5x10 MT18HS 6x10 3x4 4x6 5x10 MT18HS 3-8-43-8-4 12-8-49-0-0 21-8-49-0-0 29-11-88-3-4 35-10-05-10-8 41-11-06-1-0 -0-11-0 0-11-0 3-8-4 3-8-4 12-8-4 9-0-0 21-8-4 9-0-0 29-11-8 8-3-4 35-10-0 5-10-8 41-11-0 6-1-0 1-1-03-4-109-0-111-1-03-4-108.00 12 Plate Offsets (X,Y)-- [3:0-3-3,Edge], [4:0-4-12,0-2-12], [6:0-3-12,0-3-8], [7:0-2-4,0-2-8], [9:Edge,0-8-2], [10:0-1-12,0-0-0], [11:0-2-8,0-2-0], [12:0-4-0,0-2-4], [14:0-2-8,0-2-0], [18:0-1-12,0-0-0], [18:Edge,0-8-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.82 0.90 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.57 -1.14 0.15 (loc) 14-16 14-16 10 l/defl >879 >438 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 246 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,5-6: 2x6 SP 2400F 2.0E, 6-7: 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 4-17,4-14: 2x4 SPF 2100F 1.8E, 6-12: 2x4 SP 2400F 2.0E 2-18,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-3 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 Rows at 1/3 pts 4-17, 6-12 REACTIONS. (size)18=0-5-8, 10=Mechanical Max Horz 18=-163(LC 27) Max Uplift 18=-199(LC 8) Max Grav 18=2223(LC 1), 10=1906(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2855/239, 3-4=-2422/223, 4-6=-7620/52, 6-7=-2511/46, 7-8=-2480/90, 8-9=-2638/9, 2-18=-2126/185, 9-10=-1811/0 BOT CHORD 17-18=-152/336, 16-17=-348/6793, 14-16=-348/6793, 12-14=-83/7627, 11-12=0/2117, 10-11=-27/352 WEBS 3-17=0/1172, 4-17=-4610/97, 4-16=0/587, 4-14=-286/1042, 6-14=-89/391, 6-12=-6017/124, 7-12=0/2243, 8-12=-253/152, 2-17=-126/2154, 9-11=0/1780 NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second 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 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=199. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss TG10 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633817 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:56 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-fXnhZfSv1DR9Urw9W4TQNxgizjMKzUgTj7Gtu?yIfDj NOTES-(13-14) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 69 lb down and 58 lb up at 4-3-4, 69 lb down and 58 lb up at 5-11-4, 69 lb down and 58 lb up at 7-11-4, 69 lb down and 58 lb up at 9-11-4, 69 lb down and 58 lb up at 11-11-4, and 69 lb down and 58 lb up at 13-11-4, and 69 lb down and 58 lb up at 15-11-4 on top chord, and 98 lb down and 65 lb up at 2-3-4, 25 lb down at 4-3-4, 25 lb down at 5-11-4, 25 lb down at 7-11-4, 25 lb down at 9-11-4, 25 lb down at 11-11-4, 25 lb down at 13-11-4, and 25 lb down at 15-11-4, and 470 lb down at 17-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-6=-60, 6-7=-60, 7-9=-60, 10-18=-20 Concentrated Loads (lb) Vert: 5=-16(B) 15=-11(B) 19=-16(B) 20=-16(B) 21=-16(B) 22=-16(B) 23=-16(B) 24=-16(B) 25=-97 26=-11(B) 27=-11(B) 28=-11(B) 29=-11(B) 30=-11(B) 31=-11(B) 32=-450(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss TG11 Truss Type HIP GIRDER Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633818 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-bvuRzLU9Zqhtj94YdVVuSMl0rW5kROomBRl_yuyIfDh Scale = 1:43.4 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 22 23 24 25 26 27 4x6 3x4 3x6 3x4 4x6 4x8 2x4 4x8 3x12 3x6 2x4 4x6 3-8-43-8-4 11-11-88-3-4 20-2-128-3-4 23-11-03-8-4 -0-11-0 0-11-0 3-8-4 3-8-4 11-11-8 8-3-4 20-2-12 8-3-4 23-11-0 3-8-4 1-1-03-4-103-6-81-1-03-4-108.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12], [6:0-3-0,0-1-12], [9:0-4-0,0-2-4], [12:0-4-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.93 0.58 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.20 0.04 (loc) 10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 100 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-13,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-12 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 4-9 REACTIONS. (size)13=0-5-8, 8=Mechanical Max Horz 13=61(LC 5) Max Uplift 13=-173(LC 8), 8=-130(LC 4) Max Grav 13=1205(LC 1), 8=1083(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1472/242, 3-4=-1209/220, 4-6=-1179/194, 6-7=-1433/213, 2-13=-1159/160, 7-8=-1061/137 BOT CHORD 10-12=-448/2363, 9-10=-448/2363 WEBS 3-12=0/481, 4-12=-1258/283, 4-10=0/399, 4-9=-1288/306, 6-9=0/467, 2-12=-204/1124, 7-9=-183/1102 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 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 13=173, 8=130. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 66 lb down and 58 lb up at 4-3-4, 69 lb down and 58 lb up at 5-11-12, 69 lb down and 58 lb up at 7-11-12, 69 lb down and 58 lb up at 9-11-12, 69 lb down and 58 lb up at 11-11-12, 69 lb down and 58 lb up at 13-11-12, 69 lb down and 58 lb up at 15-11-12, and 69 lb down and 58 lb up at 17-11-12, and 64 lb down and 58 lb up at 20-2-12 on top chord, and 83 lb down and 50 lb up at 2-3-4, 25 lb down at 4-3-4, 25 lb down at 5-11-12, 25 lb down at 7-11-12, 25 lb down at 9-11-12, 25 lb down at 11-11-12, 25 lb down at 13-11-12, 25 lb down at 15-11-12, 25 lb down at 17-11-12, and 25 lb down at 19-11-12, and 25 lb down at 21-11-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).Continued on page 2 November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss TG11 Truss Type HIP GIRDER Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633818 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:58 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-bvuRzLU9Zqhtj94YdVVuSMl0rW5kROomBRl_yuyIfDh 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-6=-60, 6-7=-60, 8-13=-20 Concentrated Loads (lb) Vert: 5=-16(B) 11=-11(B) 10=-11(B) 9=-11(B) 4=-16(B) 6=-16(B) 14=-16(B) 15=-16(B) 16=-16(B) 17=-16(B) 18=-16(B) 19=-16(B) 20=-81 21=-11(B) 22=-11(B) 23=-11(B) 24=-11(B) 25=-11(B) 26=-11(B) 27=-11(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss TG12 Truss Type HALF HIP GIRDER Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633819 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-36SpBhVnK8pkLJfkBC07?aIOswZsA3jwP5VXVKyIfDg Scale = 1:14.6 1 2 3 4 7 6 5 4x6 2x4 2x4 2x4 2x4 2x4 1-6-111-6-11 3-2-01-7-5 -0-11-0 0-11-0 1-6-11 1-6-11 3-2-0 1-7-5 1-2-02-4-02-0-80-3-82-4-09.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MR 0.08 0.07 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.01 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-5-8, 5=0-1-8 Max Horz 7=41(LC 5) Max Uplift 7=-26(LC 8), 5=-45(LC 5) Max Grav 7=203(LC 1), 5=117(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 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 exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 31 lb up at 1-6-11 on top chord, and 50 lb down and 52 lb up at 1-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Continued on page 2 November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss TG12 Truss Type HALF HIP GIRDER Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633819 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:06:59 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-36SpBhVnK8pkLJfkBC07?aIOswZsA3jwP5VXVKyIfDg LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-26(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss TG13 Truss Type HALF HIP GIRDER Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633820 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:07:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-XI0BO1VP5SxbyTEwlwXMYnrYbKwOvWx3elE51myIfDf Scale = 1:14.7 1 2 3 4 7 6 5 4x6 2x4 2x4 2x4 2x4 2x4 1-7-21-7-2 3-2-01-6-14 -0-11-0 0-11-0 1-7-2 1-7-2 3-2-0 1-6-14 1-2-02-4-52-0-130-3-82-4-59.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MR 0.08 0.06 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-1-8 Max Horz 7=41(LC 8) Max Uplift 7=-12(LC 8), 5=-30(LC 5) Max Grav 7=188(LC 1), 5=102(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 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 exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 81 lb down and 61 lb up at 1-7-2 on top chord, and 18 lb down and 11 lb up at 1-6-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Continued on page 2 November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss TG13 Truss Type HALF HIP GIRDER Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633820 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:07:00 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-XI0BO1VP5SxbyTEwlwXMYnrYbKwOvWx3elE51myIfDf LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=4(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss TG14 Truss Type HALF HIP GIRDER Qty 2 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633821 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:07:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-?UaacNW2sl3Racp7Id3b4?NiWkFEezzDtO_eZDyIfDe Scale = 1:14.5 1 2 3 4 7 6 5 8 9 10 4x6 2x4 2x4 2x4 2x4 3x4 1-6-141-6-14 4-6-02-11-2 -0-11-0 0-11-0 1-6-14 1-6-14 4-6-0 2-11-2 1-2-02-4-32-0-110-3-82-4-39.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.13 0.08 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6,3-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-1-8 Max Horz 7=41(LC 5) Max Uplift 7=-13(LC 8), 5=-25(LC 5) Max Grav 7=236(LC 1), 5=158(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second 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 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 22 lb up at 1-6-14, and 46 lb down and 29 lb up at 2-6-12 on top chord, and 4 lb down and 5 lb up at 1-3-13, and 10 lb down and 11 lb up at 2-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 Continued on page 2 November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss TG14 Truss Type HALF HIP GIRDER Qty 2 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633821 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:07:01 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-?UaacNW2sl3Racp7Id3b4?NiWkFEezzDtO_eZDyIfDe LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 9=5(B) 10=1(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss V01 Truss Type Valley Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633822 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:07:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-?UaacNW2sl3Racp7Id3b4?NXLkB1eypDtO_eZDyIfDe Scale = 1:26.0 1 2 3 5 4 6 7 2x4 3x4 2x4 2x4 2x4 9-0-59-0-5 5-2-13 5-2-13 9-0-5 3-9-8 0-0-43-11-21-1-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.85 0.35 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-11-15, 4=8-11-15, 5=8-11-15 Max Horz 1=75(LC 7) Max Uplift 1=-19(LC 11), 4=-41(LC 11) Max Grav 1=187(LC 1), 4=143(LC 18), 5=368(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-258/26 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) 0-3-12 to 3-3-12, Exterior(2R) 3-3-12 to 5-11-1, Exterior(2E) 5-11-1 to 8-11-1 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss V02 Truss Type Valley Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633823 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:07:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-Th8ypjXgd3BICmOJsLaqdCwqJ8a9NQ3M52jC5fyIfDd Scale = 1:18.3 1 2 3 4 2x4 3x4 2x4 2x4 0-0-50-0-5 6-10-156-10-10 3-5-7 3-5-7 6-10-15 3-5-7 0-0-42-7-20-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.16 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-10-4, 3=6-10-4, 4=6-10-4 Max Horz 1=42(LC 7) Max Uplift 1=-11(LC 10), 3=-17(LC 11) Max Grav 1=139(LC 1), 3=139(LC 1), 4=225(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss V03 Truss Type Valley Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633824 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:07:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-xtiK13YIONJ9pwzVQ2539QT4FXvb6toVKiTle5yIfDc Scale = 1:9.0 1 2 3 2x4 2x4 2x4 0-0-50-0-5 3-4-43-3-15 1-8-2 1-8-2 3-4-4 1-8-2 0-0-41-3-20-0-49.00 12 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: 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 3-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-3-10, 3=3-3-10 Max Horz 1=18(LC 7) Max Grav 1=109(LC 1), 3=109(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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss V04 Truss Type Valley Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633825 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:07:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-Q3GiEPYw9gR0R4Xi_lcIid?8FxDmrJofZMCIAYyIfDb Scale = 1:25.9 1 2 3 4 5 6 3x6 4x6 3x6 2x4 0-0-50-0-5 10-9-610-9-1 5-4-11 5-4-11 10-9-6 5-4-11 0-0-44-0-80-0-49.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.48 0.28 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: 25 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=10-8-11, 3=10-8-11, 4=10-8-11 Max Horz 1=-67(LC 6) Max Uplift 1=-5(LC 10), 3=-12(LC 11) Max Grav 1=193(LC 1), 3=193(LC 1), 4=409(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) 0-5-1 to 3-5-1, Exterior(2R) 3-5-1 to 7-4-5, Exterior(2E) 7-4-5 to 10-4-5 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss V05 Truss Type Valley Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633826 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:07:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-Q3GiEPYw9gR0R4Xi_lcIid?AFxFMrKWfZMCIAYyIfDb Scale = 1:18.9 1 2 3 4 6 5 2x4 3x4 2x4 2x4 0-0-50-0-5 7-2-117-2-6 3-7-6 3-7-6 7-2-11 3-7-6 0-0-42-8-80-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.36 0.18 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-2-1, 3=7-2-1, 4=7-2-1 Max Horz 1=-44(LC 6) Max Uplift 1=-12(LC 10), 3=-18(LC 11) Max Grav 1=146(LC 1), 3=146(LC 1), 4=237(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) 0-3-12 to 3-3-12, Exterior(2R) 3-3-12 to 3-10-15, Exterior(2E) 3-10-15 to 6-10-15 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss V06 Truss Type Valley Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633827 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:07:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-uGp4RkZYw_Zt3E6uXT7XFrYPXLbSamIoo0ysi_yIfDa Scale = 1:9.6 1 2 3 2x4 2x4 2x4 3-7-113-7-11 3-8-10-0-5 1-10-0 1-10-0 3-8-1 1-10-0 0-0-41-4-80-0-49.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 3-8-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-7-6, 3=3-7-6 Max Horz 1=-20(LC 6) Max Grav 1=122(LC 1), 3=122(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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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.). November 16,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 44_ESTATES_AT_TOWNE_~W Truss V07 Truss Type Valley Qty 1 Ply 1 44 Estates at Towne Meadow Job Reference (optional) I43633828 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Nov 16 09:07:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:dHgyFp7oglwYJLmjLVvlkrza3DW-MSNTf4aAhIikgOh45Aemn24YQlxBJDXy0ghPEQyIfDZ Scale = 1:8.8 1 2 3 3x4 3x4 3x4 3-7-9 3-7-9 0-0-41-2-84.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.25 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 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-6-13, 3=3-6-13 Max Horz 1=29(LC 7) Max Uplift 1=-3(LC 6), 3=-8(LC 10) Max Grav 1=113(LC 1), 3=113(LC 1) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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.). November 16,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths