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HomeMy WebLinkAboutI41988103.31_Heritage_Spring_Mill16023 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). July 10,2020 Liu, Xuegang Pages or sheets covered by this seal: I41988103 thru I41988198 My license renewal date for the state of Indiana is July 31, 2022. 31_Heritage_Spring_Mill 31 HERITAGE AT SPRING MILL 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 Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988103 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-07lB7qnaA3YygLl3jCuG4MsnJKqRqHtJaLajsMyzSPG Scale = 1:21.3 1 2 5 6 3 7 4 3x4 3x4 3-6-14 3-6-14 -1-10-3 1-10-3 3-6-14 3-6-14 1-7-03-7-136.95 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.26 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-12, 3=Mechanical, 4=Mechanical Max Horz 5=69(LC 8) Max Uplift 5=-1(LC 8), 3=-63(LC 8) Max Grav 5=288(LC 1), 3=85(LC 31), 4=66(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 5 and 63 lb uplift at joint 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 76 lb down and 77 lb up at 2-8-2 on top chord, and 19 lb down at 2-8-2 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, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=-4(B) July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss CG04 Truss Type Diagonal Hip Girder Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988104 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-07lB7qnaA3YygLl3jCuG4MsnDKomqHtJaLajsMyzSPG Scale = 1:24.7 1 2 5 6 7 3 8 9 4 3x4 3x4 4-9-7 4-9-7 -1-10-3 1-10-3 4-9-7 4-9-7 1-7-04-4-43-11-54-4-46.95 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.27 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.05 -0.06 (loc) 4-5 4-5 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 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-12, 3=Mechanical, 4=Mechanical Max Horz 5=89(LC 8) Max Uplift 5=-16(LC 8), 3=-93(LC 8), 4=-16(LC 8) Max Grav 5=326(LC 1), 3=134(LC 31), 4=88(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-280/46 NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 5, 93 lb uplift at joint 3 and 16 lb uplift at joint 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 lb down and 48 lb up at 0-9-7, and 64 lb down and 82 lb up at 3-8-14 on top chord, and 7 lb down and 10 lb up at 0-9-7, and 23 lb down and 31 lb up at 3-8-14 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, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=1(B) 9=1(F) July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss CG05 Truss Type Diagonal Hip Girder Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988105 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-UJJZLAoCwMgpIVKFGvPVdZOyzk8?Zk7Sp?JHOoyzSPF Scale = 1:24.7 1 2 5 6 7 3 8 9 4 3x4 3x4 4-9-7 4-9-7 -1-10-3 1-10-3 4-9-7 4-9-7 1-7-04-4-40-4-153-11-54-4-46.95 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.27 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.05 -0.06 (loc) 4-5 4-5 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 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-12, 3=Mechanical, 4=Mechanical Max Horz 5=89(LC 8) Max Uplift 5=-16(LC 8), 3=-93(LC 8), 4=-16(LC 8) Max Grav 5=326(LC 1), 3=134(LC 31), 4=88(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-280/46 NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 5, 93 lb uplift at joint 3 and 16 lb uplift at joint 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 lb down and 48 lb up at 0-9-7, and 64 lb down and 82 lb up at 3-8-14 on top chord, and 7 lb down and 10 lb up at 0-9-7, and 23 lb down and 31 lb up at 3-8-14 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, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=1(F) 9=1(B) July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss GE01 Truss Type GABLE Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988106 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-QiRKlspSS_wXXoUeOKRzi_UKRYsn1dIlGJoOShyzSPD Scale = 1:41.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 3x4 3x4 3x6 3x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-1-1312-7-0 12-7-0 -0-11-0 0-11-0 4-3-8 4-3-8 8-3-8 4-0-1 12-7-0 4-3-8 13-6-0 0-11-0 1-7-06-5-46-7-11-7-06-5-414.00 12 Plate Offsets (X,Y)-- [6:0-4-4,0-1-8], [10:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.07 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 15 15 16 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 194 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, and 2-0-0 oc purlins (10-0-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-7-0. (lb) - Max Horz 26=-149(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 21, 24, 18 except 26=-152(LC 6), 16=-140(LC 7), 25=-141(LC 7), 17=-133(LC 6) Max Grav All reactions 250 lb or less at joint(s) 26, 16, 21, 22, 23, 24, 25, 20, 19, 18, 17 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 2-3-7, Corner(3R) 2-3-7 to 10-3-9, Corner(3E) 10-3-9 to 13-6-0 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) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 24, 18 except (jt=lb) 26=152, 16=140, 25=141, 17=133. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss GE02 Truss Type MONOPITCH SUPPORTED Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988107 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-QiRKlspSS_wXXoUeOKRzi_UKsYt91edlGJoOShyzSPD Scale = 1:13.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 3x4 3x4 3x4 3x4 -0-11-0 0-11-0 1-4-0 1-4-0 1-2-52-1-08.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.18 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 1 2 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=1-4-0, 4=1-4-0 Max Horz 5=54(LC 7) Max Uplift 5=-9(LC 10), 4=-36(LC 7) Max Grav 5=138(LC 1), 4=42(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss GE02A Truss Type MONOPITCH SUPPORTED Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988108 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-uu_izCq4DH2O9y3qy1yCFC0VcyDOm5tuVzYx?7yzSPC Scale = 1:13.5 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 3x4 3x4 3x4 3x4 -0-11-0 0-11-0 1-4-0 1-4-0 1-2-52-1-08.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.18 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 1 2 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=1-4-0, 4=1-4-0 Max Horz 5=54(LC 7) Max Uplift 5=-9(LC 10), 4=-36(LC 7) Max Grav 5=138(LC 1), 4=42(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss GE03 Truss Type GABLE Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988109 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-N4Y4AYri_bAFn6e0VlURnPZXMLRvVV22kdHUXZyzSPB Scale = 1:32.9 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 14 13 12 11 10 9 8 7 6 3x6 3x4 3x4 3x4 3x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-1-132-1-11 2-1-11 8-8-0 6-6-5 11-4-8 2-8-8 -0-11-0 0-11-0 2-1-11 2-1-11 6-7-6 4-5-10 11-4-8 4-9-2 2-7-04-11-35-1-04-11-314.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-1-8], [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.76 0.48 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 14 13-14 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 177 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-14: 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, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-8-0 except (jt=length) 7=0-3-8, 7=0-3-8. (lb) - Max Horz 14=138(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 14, 13, 12, 9 except 8=-513(LC 1), 7=-492(LC 7) Max Grav All reactions 250 lb or less at joint(s) 13, 12, 11, 10, 9 except 14=331(LC 1), 8=403(LC 7), 7=980(LC 1), 7=980(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-308/73 WEBS 4-7=-366/96 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 2-1-11, Exterior(2R) 2-1-11 to 6-4-10, Interior(1) 6-4-10 to 8-3-4, Exterior(2E) 8-3-4 to 11-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 13, 12, 9 except (jt=lb) 8=513, 7=492. 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.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss J01 Truss Type Jack-Open Qty 5 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988110 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-rH6SOtsLlvI6OGDD3S?gKd6qjltqE?MByH123?yzSPA Scale = 1:20.1 1 2 5 3 4 3x4 3x4 3-6-0 3-6-0 -0-11-0 0-11-0 3-6-0 3-6-0 1-1-03-5-03-4-02-11-133-5-08.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.21 0.11 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: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=70(LC 10) Max Uplift 3=-49(LC 10) Max Grav 5=204(LC 1), 3=93(LC 17), 4=64(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss J02 Truss Type JACK-OPEN GIRDER Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988111 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-rH6SOtsLlvI6OGDD3S?gKd6qIlmHE?wByH123?yzSPA Scale = 1:20.1 1 2 4 356 3x4 3x4 2x4 2x4 3-6-0 3-6-0 3-6-0 3-6-0 1-1-03-5-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.23 0.53 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.00 (loc) 3-4 3-4 l/defl >999 >570 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 3=Mechanical Max Horz 4=53(LC 8) Max Uplift 3=-12(LC 8) Max Grav 4=512(LC 1), 3=696(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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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) 469 lb down at 1-0-12, and 476 lb down and 17 lb up at 3-0-12 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, 3-4=-20 Concentrated Loads (lb) Vert: 5=-469(F) 6=-476(F) July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss J03 Truss Type JACK-OPEN GIRDER Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988112 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-JTgqbDszWCQz0QoPdAWvsqezo9CGzScLBxmbcSyzSP9 Scale = 1:20.0 1 2 5 6 3 43x6 3x6 3-1-2 3-0-8 -1-10-3 1-10-3 3-1-2 3-1-2 1-7-03-4-80-4-152-11-93-4-86.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.38 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-12, 3=Mechanical, 4=Mechanical Max Horz 5=62(LC 10) Max Uplift 3=-39(LC 10) Max Grav 5=273(LC 1), 3=61(LC 17), 4=55(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-10-3 to 2-4-12, Exterior(2R) 2-4-12 to 3-0-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss J04 Truss Type JACK-OPEN Qty 15 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988113 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-nfEDpZtbHWYqeaMbBt18P2B8?ZX_iuyUQbW88uyzSP8 Scale = 1:33.8 1 2 3 5 4 4x6 3x6 2x4 2x4 3-10-8 3-10-8 -0-11-0 0-11-0 3-10-8 3-10-8 1-7-06-1-40-3-814.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.20 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=134(LC 10) Max Uplift 4=-122(LC 10) Max Grav 5=215(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) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=122. 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.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss J05 Truss Type JACK-OPEN Qty 5 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988114 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-nfEDpZtbHWYqeaMbBt18P2B8wZXriu?UQbW88uyzSP8 Scale = 1:32.4 1 2 4 3 3x4 2x4 3x8 MT18HS 2x4 3-10-8 3-10-8 3-10-8 3-10-8 1-3-81-7-06-1-40-3-80-3-814.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.21 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 0.00 (loc) 3-4 3-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 18 lb FT = 20% GRIP 169/123 169/123 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 3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-1-8, 3=0-1-8 Max Horz 4=104(LC 10) Max Uplift 3=-118(LC 10) Max Grav 4=156(LC 19), 3=177(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 4, 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 3. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=118. 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.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss J06 Truss Type JACK-OPEN Qty 3 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988115 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Fsob0vuD2qghFjxnkbYNyFkLPzscRLzdeFFigKyzSP7 Scale = 1:33.8 1 2 3 4 8 7 6 5 3x4 3x6 2x4 3x4 3x4 3x4 2x4 2-3-8 2-3-8 3-10-8 1-7-0 -0-11-0 0-11-0 2-3-8 2-3-8 3-10-8 1-7-0 1-7-06-1-45-5-40-11-80-8-014.00 12 Plate Offsets (X,Y)-- [7:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.24 0.30 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.03 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x3 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 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=133(LC 10) Max Uplift 5=-122(LC 10) Max Grav 8=217(LC 1), 5=170(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=122. 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.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss J06A Truss Type HALF HIP Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988116 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-j2MzDFvrp7pYttW_II3cUTGWoMEYApMntv?FCnyzSP6 Scale = 1:33.0 1 2 3 4 8 7 6 5 3x4 3x4 3x4 3x4 3x4 3x4 3x4 2-3-8 2-3-8 3-10-8 1-7-0 -0-11-0 0-11-0 2-3-8 2-3-8 3-8-14 1-5-6 3-10-8 0-1-10 1-7-05-11-54-11-130-11-85-3-50-8-014.00 12 Plate Offsets (X,Y)-- [5:Edge,0-1-14], [7:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.20 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x3 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 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=157(LC 7) Max Uplift 8=-21(LC 6), 5=-105(LC 7) Max Grav 8=255(LC 18), 5=192(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 5=105. 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.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss J06B Truss Type HALF HIP Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988117 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-BEwLRbvTaRxPV15As?ar1gpjimb9vGcw6ZkplDyzSP5 Scale = 1:26.2 1 2 3 4 5 9 8 7 6 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 0-1-132-3-8 2-3-8 3-10-8 1-7-0 -0-11-0 0-11-0 2-3-8 2-3-8 2-7-2 0-3-10 3-10-8 1-3-6 1-7-04-5-84-7-53-6-00-11-83-9-80-8-04-5-814.00 12 Plate Offsets (X,Y)-- [4:0-2-3,0-1-8], [6:Edge,0-2-0], [8:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 7 7 6 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* 3-8: 2x3 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 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)9=0-3-8, 6=0-1-8 Max Horz 9=119(LC 7) Max Uplift 6=-65(LC 7) Max Grav 9=217(LC 1), 6=144(LC 17) 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) -0-11-0 to 2-2-4, Exterior(2R) 2-2-4 to 2-7-2, Exterior(2E) 2-7-2 to 3-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 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.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss J07 Truss Type JACK-OPEN Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988118 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-BEwLRbvTaRxPV15As?ar1gpfKmaYvGcw6ZkplDyzSP5 Scale = 1:19.3 1 2 5 6 3 4 3x6 3x6 2-10-4 2-9-9 -1-10-3 1-10-3 2-10-4 2-10-4 1-7-03-2-132-9-153-2-136.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.34 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-12, 3=Mechanical, 4=Mechanical Max Horz 5=58(LC 10) Max Uplift 3=-36(LC 10) Max Grav 5=267(LC 1), 3=52(LC 17), 4=50(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-10-3 to 2-4-12, Exterior(2R) 2-4-12 to 2-9-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss J08 Truss Type JACK-OPEN Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988119 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-fRTjexw5Lk3F7BgMQj64ZuMrPAwMejr4LDUMHfyzSP4 Scale = 1:19.4 1 2 5 3 4 3x4 3x4 3-3-8 3-3-8 -0-11-0 0-11-0 3-3-8 3-3-8 1-1-03-3-52-10-23-3-58.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.19 0.11 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: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=67(LC 10) Max Uplift 3=-47(LC 10) Max Grav 5=196(LC 1), 3=87(LC 17), 4=60(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss J10 Truss Type Jack-Open Girder Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988120 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-8d16sHxk62B6kLFZzQdJ65u?1aFSNA5DZtDvp6yzSP3 Scale = 1:23.6 1 2 5 6 3 7 43x4 3x4 4-4-6 4-4-6 -1-10-3 1-10-3 4-4-6 4-4-6 1-7-04-1-53-8-74-1-56.95 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.26 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.03 -0.05 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-12, 3=Mechanical, 4=Mechanical Max Horz 5=82(LC 8) Max Uplift 5=-10(LC 8), 3=-76(LC 8), 4=-14(LC 8) Max Grav 5=312(LC 1), 3=117(LC 31), 4=80(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-269/43 NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 73 lb up at 3-1-11 on top chord, and 20 lb down and 32 lb up at 3-1-11 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, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=1(F) July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss J11 Truss Type JACK-OPEN Qty 4 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988121 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-cpbU3cyMtMJzMVqlX88YfJRBE_cb6dLNoXzTLYyzSP2 Scale: 1/2"=1' 1 2 5 3 4 3x4 3x6 2-2-0 2-2-0 -0-11-0 0-11-0 2-2-0 2-2-0 1-7-04-1-53-6-34-1-514.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.24 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 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=81(LC 10) Max Uplift 3=-69(LC 10), 4=-19(LC 10) Max Grav 5=157(LC 1), 3=64(LC 17), 4=39(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss J11A Truss Type Jack-Open Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988122 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-cpbU3cyMtMJzMVqlX88YfJRCw_cx6dLNoXzTLYyzSP2 Scale: 1/2"=1' 1 4 2 3 3x4 3x4 2-2-0 2-2-0 2-2-0 2-2-0 1-7-04-1-53-6-34-1-514.00 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 0.19 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.02 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 4=57(LC 7) Max Uplift 2=-70(LC 10), 3=-12(LC 10) Max Grav 4=93(LC 19), 2=75(LC 17), 3=40(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss J12 Truss Type JACK-OPEN Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988123 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-4?9sHyz_dfRq_ePx5rfnBW_MeNyEr3bW1Bi0u_yzSP1 Scale = 1:20.5 1 2 5 3 4 3x4 3x4 1-7-2 1-7-2 -0-11-0 0-11-0 1-7-2 1-7-2 1-7-03-5-52-10-33-5-514.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.19 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.02 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-2 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=64(LC 10) Max Uplift 3=-56(LC 10), 4=-23(LC 10) Max Grav 5=141(LC 1), 3=43(LC 17), 4=34(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss J13 Truss Type JACK-OPEN Qty 15 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988124 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-YCjEUIzcOzZhbo_8fZA0kkWWgnHKaVUfGrSaQQyzSP0 Scale = 1:31.0 1 2 3 5 4 4x6 3x6 2x4 2x4 3-4-8 3-4-8 -0-11-0 0-11-0 3-4-8 3-4-8 1-7-05-6-40-3-814.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.30 0.17 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=118(LC 10) Max Uplift 4=-111(LC 10) Max Grav 5=196(LC 1), 4=149(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=111. 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.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss J13A Truss Type HALF HIP Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988125 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-YCjEUIzcOzZhbo_8fZA0kkWWznHPaVpfGrSaQQyzSP0 Scale = 1:28.3 1 2 3 4 6 5 3x4 2x4 3x4 3x6 2x4 0-1-132-11-2 2-11-2 3-4-8 0-5-6 -0-11-0 0-11-0 2-11-2 2-11-2 3-4-8 0-5-6 1-7-04-10-35-0-04-10-30-3-814.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.28 0.16 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 0.00 (loc) 5-6 5-6 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 3-4-8 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)6=0-3-8, 5=0-1-8 Max Horz 6=105(LC 10) Max Uplift 5=-90(LC 10) Max Grav 6=198(LC 1), 5=135(LC 17) 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) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 2-11-2, Exterior(2E) 2-11-2 to 3-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss J13B Truss Type HALF HIP Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988126 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-0OHche_E9HhYDyZKCGhFGx3hiBdeJy1pUUB7ytyzSP? Scale = 1:28.4 1 2 3 4 6 5 3x4 2x4 3x4 3x6 2x4 0-1-132-11-7 2-11-7 3-4-8 0-5-1 -0-11-0 0-11-0 2-11-7 2-11-7 3-4-8 0-5-1 1-7-04-10-85-0-54-10-80-3-814.00 12 Plate Offsets (X,Y)-- [3:0-2-3,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.28 0.16 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 0.00 (loc) 5-6 5-6 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 3-4-8 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)6=0-3-8, 5=0-1-8 Max Horz 6=106(LC 10) Max Uplift 5=-92(LC 10) Max Grav 6=198(LC 1), 5=136(LC 17) 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) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 2-11-7, Exterior(2E) 2-11-7 to 3-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss J14 Truss Type JACK-OPEN Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988127 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Uar_v_?swapPr67Wm_CUp9cuxbzo2QLyj8xgUJyzSP_ Scale = 1:19.3 1 2 5 3 4 3x4 3x4 3-3-0 3-3-0 -0-11-0 0-11-0 3-3-0 3-3-0 1-1-03-3-02-9-133-3-08.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.19 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: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=66(LC 10) Max Uplift 3=-46(LC 10) Max Grav 5=195(LC 1), 3=85(LC 17), 4=59(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss J15 Truss Type JACK-OPEN Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988128 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Uar_v_?swapPr67Wm_CUp9crDbxM2QLyj8xgUJyzSP_ Scale = 1:23.6 1 2 5 6 3 4 4x6 3x6 4-4-6 4-4-6 -1-10-3 1-10-3 4-4-6 4-4-6 1-7-04-1-50-4-153-8-64-1-56.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.36 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 -0.05 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-12, 3=Mechanical, 4=Mechanical Max Horz 5=82(LC 10) Max Uplift 3=-56(LC 10) Max Grav 5=312(LC 1), 3=106(LC 17), 4=80(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-269/126 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-10-3 to 2-4-12, Exterior(2R) 2-4-12 to 4-3-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss J16 Truss Type JACK-OPEN Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988129 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-ynON6K0VhuxGSGiiKhkjLM82G?Jxnta6yogE0lyzSOz Scale = 1:22.3 1 2 5 3 4 3x4 3x6 1-10-11 1-10-11 -0-11-0 0-11-0 1-10-11 1-10-11 1-7-03-9-73-2-53-9-814.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.22 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-11 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=74(LC 10) Max Uplift 3=-64(LC 10), 4=-21(LC 10) Max Grav 5=150(LC 1), 3=55(LC 17), 4=36(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss J17 Truss Type JACK-OPEN Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988130 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-QzylKg07SC374QHvuOFyuahFUOg2WKqFASQnYCyzSOy Scale = 1:13.8 1 2 5 3 43x4 3x4 1-7-5 1-7-5 -0-11-0 0-11-0 1-7-5 1-7-5 1-1-02-1-141-8-112-1-148.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.12 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: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-5 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=36(LC 7) Max Uplift 3=-25(LC 10), 4=-2(LC 10) Max Grav 5=142(LC 1), 3=32(LC 17), 4=28(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss J18 Truss Type JACK-OPEN Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988131 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-QzylKg07SC374QHvuOFyuahD0OfAWKqFASQnYCyzSOy Scale = 1:22.3 1 2 5 3 4 3x4 3x6 1-10-11 1-10-11 -0-11-0 0-11-0 1-10-11 1-10-11 1-7-03-9-73-2-53-9-814.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.22 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-11 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=74(LC 10) Max Uplift 3=-64(LC 10), 4=-21(LC 10) Max Grav 5=150(LC 1), 3=55(LC 17), 4=36(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss J19 Truss Type JACK-OPEN Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988132 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-v9W7X01lDVB_iZs5R6mBRnEQEo0HFn4OP69K4eyzSOx Scale = 1:13.8 1 2 5 3 43x4 3x4 1-7-5 1-7-5 -0-11-0 0-11-0 1-7-5 1-7-5 1-1-02-1-141-8-112-1-148.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.12 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: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-5 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=36(LC 7) Max Uplift 3=-25(LC 10), 4=-2(LC 10) Max Grav 5=142(LC 1), 3=32(LC 17), 4=28(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss J20 Truss Type JACK-OPEN Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988133 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-NM4VlM2N_pJrJjRH?pHQz?mX_CKK_EKYemvuc4yzSOw Scale = 1:20.4 1 2 5 6 7 3 8 4 3x4 3x6 3-2-14 3-2-14 -1-10-3 1-10-3 3-2-14 3-2-14 1-7-03-5-80-4-153-0-93-5-86.95 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 0.38 0.13 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: 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 3-2-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-12, 3=Mechanical, 4=Mechanical Max Horz 5=64(LC 10) Max Uplift 5=-1(LC 10), 3=-63(LC 10) Max Grav 5=283(LC 1), 3=77(LC 35), 4=64(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-10-3 to 2-4-12, Exterior(2R) 2-4-12 to 3-2-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 92 lb down and 88 lb up at 2-8-10 on top chord, and 22 lb down at 2-8-10 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, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=-8(B) 8=-8(B) July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss J21 Truss Type JACK-OPEN Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988134 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-rYetyh3?l7Rixt0UZXofWCJiBcgUjhahtQeR9WyzSOv Scale = 1:20.4 1 2 5 6 7 3 8 4 3x6 3x6 3-2-14 3-2-14 -1-10-3 1-10-3 3-2-14 3-2-14 1-7-03-5-86.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.35 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-12, 3=Mechanical, 4=Mechanical Max Horz 5=64(LC 10) Max Uplift 3=-64(LC 10) Max Grav 5=280(LC 1), 3=78(LC 35), 4=67(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-10-3 to 2-4-12, Exterior(2R) 2-4-12 to 3-2-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 92 lb down and 88 lb up at 2-8-10 on top chord, and 22 lb down at 2-8-10 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, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=-8(F) 8=-8(F) July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss J22 Truss Type JACK-OPEN Qty 5 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988135 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-JkCG914dWQZZZ1bg7EJu2Qrv2?0yS8qr54O?hzyzSOu Scale = 1:20.5 1 2 5 3 4 3x4 3x4 3-7-8 3-7-8 -0-11-0 0-11-0 3-7-8 3-7-8 1-1-03-6-03-0-133-6-08.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.21 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 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=73(LC 10) Max Uplift 3=-51(LC 10) Max Grav 5=209(LC 1), 3=97(LC 17), 4=67(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss J23 Truss Type JACK-OPEN Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988136 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-nxmeNN4FHkhPABAsgyq7bdO47PMPBb3_Kk7YDPyzSOt Scale = 1:19.4 1 2 5 3 4 3x4 3x4 3-3-7 3-3-7 -0-11-0 0-11-0 3-3-7 3-3-7 1-1-03-3-52-10-13-3-58.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.19 0.11 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: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=66(LC 10) Max Uplift 3=-47(LC 10) Max Grav 5=196(LC 1), 3=86(LC 17), 4=60(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss J24 Truss Type JACK-OPEN Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988137 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-nxmeNN4FHkhPABAsgyq7bdO47PMPBb3_Kk7YDPyzSOt Scale = 1:19.4 1 2 5 3 4 3x4 3x4 3-3-7 3-3-7 -0-11-0 0-11-0 3-3-7 3-3-7 1-1-03-3-52-10-13-3-58.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.19 0.11 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: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=66(LC 10) Max Uplift 3=-47(LC 10) Max Grav 5=196(LC 1), 3=86(LC 17), 4=60(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss M01 Truss Type MONOPITCH Qty 3 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988138 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-F7K0aj5u22qGoLl3EfMM8rxHNpjzw2J8ZOt5mryzSOs Scale = 1:13.5 1 2 3 5 4 3x4 3x4 3x4 3x4 -0-11-0 0-11-0 1-4-0 1-4-0 1-2-52-1-01-9-80-3-82-1-08.00 12 Plate Offsets (X,Y)-- [4: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-R 0.10 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=65(LC 9) Max Uplift 5=-11(LC 10), 4=-35(LC 7) Max Grav 5=138(LC 1), 4=36(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss PB01 Truss Type GABLE Qty 10 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988139 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-jJtOo36WpLy7QUJFoNtbg2TSTD0QfVZHn2cfIIyzSOr Scale = 1:21.5 2 3 41 5 3x4 3x4 3x4 5-4-11 5-4-11 2-8-6 2-8-6 5-4-11 2-8-6 -0-0-43-1-83-1-120-1-00-1-814.00 12 Plate Offsets (X,Y)-- [3:Edge,0-3-1] 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-P 0.07 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-4-11. (lb) - Max Horz 1=54(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 4 except 1=-151(LC 17), 5=-118(LC 18), 2=-127(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 2=332(LC 17), 4=300(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 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 1, 5, 2, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 1=151, 5=118, 2=127. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss PB01A Truss Type Piggyback Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988140 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-BWRm?P78Zf4_1euRM4OqDG0c5dO4OypQ0iMCqkyzSOq Scale = 1:11.7 1 2 3 4 5 6 3x4 3x4 3x4 3x4 0-1-135-4-11 5-4-11 1-6-10 1-6-10 3-10-1 2-3-7 5-4-11 1-6-10 0-5-101-7-151-9-120-1-80-5-100-1-81-6-714.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-0-10], [3:0-2-4,0-1-8], [4:0-2-4,0-1-8], [5:0-4-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.08 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 6 5 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=4-4-8, 5=4-4-8 Max Horz 2=-28(LC 8) Max Grav 2=193(LC 1), 5=193(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) 0-2-7 to 1-6-10, Exterior(2R) 1-6-10 to 3-10-1, Exterior(2E) 3-10-1 to 5-2-5 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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) 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.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss PB02 Truss Type GABLE Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988141 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-8uZXQ58O5GKiHy2qTVQIIh5xPQ4jsrIjU0rJvcyzSOo Scale = 1:51.2 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 1 25 26 14 4x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x6 3x4 2x4 2x4 0-2-529-8-5 29-8-5 29-8-5 29-8-5 3-4-113-7-00-1-40-1-83-3-38.00 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-SH 0.16 0.10 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 29-8-5. (lb) - Max Horz 1=59(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 14, 2, 19, 21, 22, 24, 18, 17, 15 Max Grav All reactions 250 lb or less at joint(s) 1, 14, 2, 24, 15, 13, 23, 16 except 19=314(LC 23), 21=332(LC 1), 22=259(LC 24), 18=332(LC 1), 17=259(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 3-3-5, Corner(3R) 3-3-5 to 8-4-8, Exterior(2N) 8-4-8 to 21-3-13, Corner(3R) 21-3-13 to 26-5-0, Corner(3E) 26-5-0 to 29-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 14, 2, 19, 21, 22, 24, 18, 17, 15. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss PB03 Truss Type Piggyback Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988142 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-4HhHrmAeduaQWGCCbwTmN6BFrEkAKi_0xKKQzVyzSOm Scale = 1:52.8 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 4x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 0-2-529-8-5 29-8-5 29-8-5 29-8-5 0-4-76-3-156-7-120-1-80-4-70-1-86-3-158.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.29 0.16 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 28-2-7. (lb) - Max Horz 2=114(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 18, 19, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 15=450(LC 23), 18=301(LC 17), 19=286(LC 17), 13=300(LC 18), 12=285(LC 18), 17=269(LC 23), 14=269(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-15=-342/93 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Interior(1) 3-3-5 to 5-8-11, Exterior(2R) 5-8-11 to 14-2-9, Interior(1) 14-2-9 to 15-5-12, Exterior(2R) 15-5-12 to 23-11-10, Interior(1) 23-11-10 to 26-5-0, Exterior(2E) 26-5-0 to 29-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15, 18, 19, 13, 12. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss PB03A Truss Type Piggyback Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988143 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-YTFf26BHOBiH8QnP8d_?wJjRLe4s38eAA_3zVxyzSOl Scale = 1:55.9 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 4x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 0-2-529-8-5 29-8-5 29-8-5 29-8-5 0-4-77-7-77-11-40-1-80-4-70-1-87-7-78.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.24 0.13 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 97 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 28-2-7. (lb) - Max Horz 2=-137(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 18, 19, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 15, 19, 12, 10 except 18=411(LC 17), 13=410(LC 18), 14=296(LC 24), 17=296(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-18=-315/145, 8-13=-314/145 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Interior(1) 3-3-5 to 8-10-14, Exterior(2R) 8-10-14 to 20-9-7, Interior(1) 20-9-7 to 26-5-0, Exterior(2E) 26-5-0 to 29-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15, 18, 19, 13, 12. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss PB03B Truss Type GABLE Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988144 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-UsMQToCXwpy?NjxnG20T?kplMRmnX3?SdIY4aqyzSOj Scale = 1:57.4 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1 18 19 10 5x8 5x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 0-2-529-8-5 29-8-5 12-1-2 12-1-2 29-8-5 17-7-3 8-0-125-4-150-1-40-1-85-3-78.00 12 Plate Offsets (X,Y)-- [5:0-3-12,Edge], [6:0-3-0,Edge], [9:0-1-15,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.34 0.17 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 97 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 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.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 29-8-5. (lb) - Max Horz 1=142(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 11, 9, 13 except 1=-151(LC 17), 10=-303(LC 1) Max Grav All reactions 250 lb or less at joint(s) 1, 10, 15 except 2=279(LC 17), 16=345(LC 17), 17=304(LC 17), 11=315(LC 18), 9=561(LC 1), 13=418(LC 1), 12=316(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-16=-261/121, 6-13=-316/134 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 3-3-5, Exterior(2N) 3-3-5 to 9-0-4, Corner(3R) 9-0-4 to 15-0-4, Exterior(2N) 15-0-4 to 18-3-7, Corner(3R) 18-3-7 to 24-1-2, Exterior(2N) 24-1-2 to 26-5-0, Corner(3E) 26-5-0 to 29-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 17, 11, 9, 13 except (jt=lb) 1=151, 10=303. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss PB03C Truss Type GABLE Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988145 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-REUAuUEnSQCic14ANT2x49u5yFRB?zEl5c1BeiyzSOh Scale = 1:57.4 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1 18 19 10 5x8 5x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 0-2-529-8-5 29-8-5 12-1-2 12-1-2 29-8-5 17-7-2 8-0-123-0-150-1-40-1-82-11-78.00 12 Plate Offsets (X,Y)-- [5:0-3-12,Edge], [7:0-3-0,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-SH 0.33 0.17 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 97 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 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.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 29-8-5. (lb) - Max Horz 1=142(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 13, 9, 12, 11 except 1=-150(LC 17), 10=-190(LC 18) Max Grav All reactions 250 lb or less at joint(s) 1, 10 except 2=280(LC 17), 15=267(LC 20), 16=339(LC 17), 17=306(LC 17), 13=299(LC 18), 9=388(LC 18), 12=388(LC 1), 11=381(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-16=-260/121, 7-12=-294/83, 8-11=-270/103 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 3-3-5, Exterior(2N) 3-3-5 to 9-0-4, Corner(3R) 9-0-4 to 15-0-4, Exterior(2N) 15-0-4 to 21-9-7, Corner(3R) 21-9-7 to 26-5-0, Corner(3E) 26-5-0 to 29-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 17, 13, 9, 12, 11 except (jt=lb) 1=150, 10=190. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss PB03D Truss Type GABLE Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988146 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-NdcxJAF1_1SQsLEYVu5P9azUh28sTr42YwWHjbyzSOf Scale = 1:57.3 2 3 4 5 6 7 8 15 14 13 12 11 10 9 1 16 17 4x6 2x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-7-729-8-5 29-8-5 12-1-2 12-1-2 22-9-7 10-8-4 28-3-7 5-6-0 29-8-5 1-4-14 8-0-121-8-00-1-88.00 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-SH 0.19 0.09 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 29-8-5. (lb) - Max Horz 1=138(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 15, 11, 10, 9 except 1=-147(LC 17) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 2=253(LC 23), 12=326(LC 20), 14=346(LC 17), 15=305(LC 17), 11=351(LC 18), 10=263(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-265/125, 6-11=-269/130 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 3-3-5, Exterior(2N) 3-3-5 to 9-1-2, Corner(3R) 9-1-2 to 15-1-2, Exterior(2N) 15-1-2 to 18-4-13, Corner(3E) 18-4-13 to 21-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 15, 11, 10, 9 except (jt=lb) 1=147. 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.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss PB04 Truss Type Piggyback Qty 3 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988147 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-rpAJWVGglLaHTUpl3bceioWfpSU8CK6BnZGrF1yzSOe Scale = 1:54.8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-2-5 24-2-5 12-1-2 12-1-2 24-2-5 12-1-2 0-4-77-11-48-0-120-1-80-4-70-1-88.00 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-SH 0.16 0.09 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 76 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-8-7. (lb) - Max Horz 2=-141(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 15, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 12, 8 except 13=340(LC 17), 15=325(LC 17), 11=340(LC 18), 10=325(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-263/123, 6-11=-262/123 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) 0-3-5 to 3-3-5, Interior(1) 3-3-5 to 9-1-2, Exterior(2R) 9-1-2 to 15-1-2, Interior(1) 15-1-2 to 20-11-0, Exterior(2E) 20-11-0 to 23-11-0 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 15, 11, 10. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss PB04A Truss Type Piggyback Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988148 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-J0khkrHIWfi85eOxcJ7tF?3qbsqNxoUL?D?OnUyzSOd Scale = 1:53.0 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 4x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 0-2-524-2-5 24-2-5 24-2-5 24-2-5 0-4-77-6-147-10-110-1-80-4-70-1-87-6-148.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.16 0.09 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 10 10 9 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 81 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-8-7. (lb) - Max Horz 2=-136(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 17, 12, 11, 14 Max Grav All reactions 250 lb or less at joint(s) 2, 9, 14, 13 except 15=330(LC 17), 17=328(LC 17), 12=329(LC 18), 11=328(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-15=-253/117, 7-12=-252/116 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Interior(1) 3-3-5 to 7-7-1, Exterior(2R) 7-7-1 to 16-7-4, Interior(1) 16-7-4 to 20-11-0, Exterior(2E) 20-11-0 to 23-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15, 17, 12, 11, 14. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss PB05 Truss Type Piggyback Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988149 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-nCH3xBHwGyr?joz7A0e6nDb_nGALgGjUEtlyKwyzSOc Scale = 1:53.1 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 4x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x6 3x4 0-2-529-8-5 29-8-5 29-8-5 29-8-5 0-4-73-11-154-3-120-1-80-4-70-1-83-11-158.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.20 0.11 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 11 11 11 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 28-2-7. (lb) - Max Horz 2=-72(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 18, 20, 15, 13 Max Grav All reactions 250 lb or less at joint(s) 2, 11 except 16=298(LC 1), 18=366(LC 24), 20=268(LC 17), 15=366(LC 23), 13=267(LC 18), 19=296(LC 23), 14=296(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-18=-278/77, 8-15=-278/76 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Exterior(2R) 3-3-5 to 10-10-2, Interior(1) 10-10-2 to 18-10-2, Exterior(2R) 18-10-2 to 26-5-0, Exterior(2E) 26-5-0 to 29-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 18, 20, 15, 13. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss PB06 Truss Type Piggyback Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988150 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-FOrR9XIY1GzsLyYKkk9MKQ89SgWYPkieTXUVsMyzSOb Scale = 1:42.9 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 4x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x6 3x4 0-2-524-2-5 24-2-5 24-2-5 24-2-5 0-4-72-1-82-5-50-1-80-4-70-1-82-1-88.00 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-SH 0.20 0.11 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 9 10 9 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-8-7. (lb) - Max Horz 2=39(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 15, 12, 9 Max Grav All reactions 250 lb or less at joint(s) 2, 9 except 13=296(LC 1), 15=369(LC 24), 12=369(LC 23), 16=300(LC 23), 11=300(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-15=-281/77, 7-12=-281/76 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Exterior(2R) 3-3-5 to 8-1-2, Interior(1) 8-1-2 to 16-1-2, Exterior(2R) 16-1-2 to 20-11-0, Exterior(2E) 20-11-0 to 23-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 15, 12, 9. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss PB07 Truss Type Piggyback Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988151 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-jbPqMtJAoa5jy67WIRgbsegJL3qg8AdniBE2OpyzSOa Scale = 1:42.0 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 4x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 0-2-524-2-5 24-2-5 24-2-5 24-2-5 0-4-73-5-43-9-10-1-80-4-70-1-83-5-48.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [8:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.26 0.18 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-8-7. (lb) - Max Horz 2=62(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 13, 11, 15, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 13, 11, 8 except 12=356(LC 1), 15=334(LC 23), 10=334(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-12=-261/67 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Exterior(2R) 3-3-5 to 9-10-9, Interior(1) 9-10-9 to 14-3-12, Exterior(2R) 14-3-12 to 20-11-0, Exterior(2E) 20-11-0 to 23-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 13, 11, 15, 10, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss PB08 Truss Type Piggyback Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988152 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-CnzCaDKoZtDaaGiir8BqPrDUjTButchxwrzcwFyzSOZ Scale = 1:43.8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 4x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 0-2-524-2-5 24-2-5 24-2-5 24-2-5 0-4-75-7-85-11-50-1-80-4-70-1-85-7-88.00 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-SH 0.22 0.12 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 8 9 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-8-7. (lb) - Max Horz 2=102(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 15, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=258(LC 24), 15=391(LC 17), 10=390(LC 18), 13=291(LC 23), 11=291(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-15=-296/136, 7-10=-295/135 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Interior(1) 3-3-5 to 4-8-1, Exterior(2R) 4-8-1 to 19-6-4, Interior(1) 19-6-4 to 20-11-0, Exterior(2E) 20-11-0 to 23-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 15, 10. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss PB09 Truss Type Piggyback Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988153 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:32:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-gzXanZLQKBLRCPGvPsj3y3mhRtUic5G49Vj9ThyzSOY Scale = 1:14.9 1 2 3 4 5 3x4 3x4 3x4 6-6-5 6-6-5 3-3-2 3-3-2 6-6-5 3-3-2 0-4-72-2-20-1-80-4-70-1-88.00 12 Plate Offsets (X,Y)-- [3:0-2-0,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 0.09 0.27 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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=5-0-7, 4=5-0-7 Max Horz 2=-36(LC 8) Max Uplift 2=-5(LC 10), 4=-5(LC 11) Max Grav 2=229(LC 1), 4=229(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss T01 Truss Type HIP Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988155 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-cMfKCFMhsob9RjQHXHlX1UryQhBH3?rNcpCGXayzSOW Scale = 1:44.1 1 2 3 4 5 9 8 7 6 6x8 4x6 4x6 3x4 3x4 3x4 3x4 6x8 0-1-135-5-3 5-5-3 7-1-13 1-8-10 12-7-0 5-5-3 5-5-3 5-5-3 7-1-13 1-8-10 12-7-0 5-5-3 13-6-0 0-11-0 1-7-07-9-47-11-11-7-07-9-414.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:0-3-3,0-2-0], [3:0-3-3,0-2-0], [4:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.20 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.05 0.00 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=Mechanical, 6=0-3-8 Max Horz 9=-166(LC 8) Max Grav 9=489(LC 1), 6=558(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-441/66, 2-3=-261/106, 3-4=-450/73, 1-9=-435/41, 4-6=-507/50 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, Exterior(2R) 3-1-12 to 10-6-0, Exterior(2E) 10-6-0 to 13-6-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss T01A Truss Type COMMON Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988156 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-4YCjPaNJd6j03t?T4_GmZhO4_4WFoRRWrTxp40yzSOV Scale = 1:54.1 1 2 3 4 7 6 5 6x8 4x6 3x4 3x4 3x8 6x8 6-3-8 6-3-8 12-7-0 6-3-8 6-3-8 6-3-8 12-7-0 6-3-8 13-6-0 0-11-0 1-7-08-11-11-7-014.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:Edge,0-1-14], [3:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.28 0.10 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: 58 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=Mechanical, 5=0-3-8 Max Horz 7=-185(LC 6) Max Uplift 7=-3(LC 11), 5=-1(LC 10) Max Grav 7=489(LC 1), 5=558(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-442/75, 2-3=-450/78, 1-7=-434/42, 3-5=-503/50 BOT CHORD 6-7=-180/256 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 9-3-8, Interior(1) 9-3-8 to 10-6-0, Exterior(2E) 10-6-0 to 13-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 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.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss T02 Truss Type HIP Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988157 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Ykm5dwOxOQrsg1agein?6vwGjUm1Xm8g47hNcSyzSOU Scale = 1:70.2 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 3x6 5x6 5x8 3x6 3x6 3x8 3x6 3x4 3x6 3x4 4x8 4x8 3x4 9-4-1 9-4-1 13-10-15 4-6-14 23-3-0 9-4-1 -0-11-0 0-11-0 2-11-4 2-11-4 9-4-1 6-4-13 13-10-15 4-6-14 20-3-12 6-4-13 23-3-0 2-11-4 24-2-0 0-11-0 1-7-012-3-1512-5-121-7-012-3-1514.00 12 Plate Offsets (X,Y)-- [5:0-3-9,0-2-8], [6:0-5-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.63 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.44 0.02 (loc) 11-12 11-12 11 l/defl >999 >627 n/a L/d 240 180 n/a PLATES MT20 Weight: 132 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-14,6-14,6-12: 2x4 SPF No.2, 2-15,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS. (size)15=0-3-8, 11=0-3-8 Max Horz 15=259(LC 9) Max Grav 15=982(LC 1), 11=982(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-822/120, 5-6=-469/141, 6-8=-822/120 BOT CHORD 14-15=-139/585, 12-14=0/435, 11-12=0/497 WEBS 5-14=-39/280, 6-12=-34/279, 3-15=-868/86, 8-11=-867/86 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-1-3, Exterior(2R) 5-1-3 to 18-1-13, Interior(1) 18-1-13 to 21-2-0, Exterior(2E) 21-2-0 to 24-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss T03 Truss Type PIGGYBACK BASE Qty 9 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988158 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-0xKTqGOZ9jzjIB9sCPIEe6TSBu63GCVpJnQw8vyzSOT Scale = 1:68.1 1 2 3 4 5 6 7 8 13 12 11 10 9 4x6 6x6 3x6 3x8 3x6 3x4 3x6 3x4 4x8 4x8 3x4 8-11-2 8-11-2 14-3-14 5-4-11 23-3-0 8-11-2 -0-11-0 0-11-0 2-11-3 2-11-3 8-11-2 5-11-15 14-3-14 5-4-11 20-3-13 5-11-15 23-3-0 2-11-3 24-2-0 0-11-0 1-7-012-0-01-7-012-0-014.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-1-8], [4:0-3-2,0-2-0], [5:0-3-0,0-1-8], [6:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.58 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.37 0.02 (loc) 9-10 9-10 9 l/defl >999 >744 n/a L/d 240 180 n/a PLATES MT20 Weight: 130 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-12,5-12,5-10: 2x4 SPF No.2, 2-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS. (size)13=0-3-8, 9=0-3-8 Max Horz 13=252(LC 9) Max Grav 13=982(LC 1), 9=982(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-825/117, 4-5=-470/136, 5-6=-825/117 BOT CHORD 12-13=-135/571, 10-12=0/442, 9-10=0/492 WEBS 4-12=-30/284, 5-10=-31/283, 3-13=-857/66, 6-9=-857/66 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 4-8-4, Exterior(2R) 4-8-4 to 18-6-12, Interior(1) 18-6-12 to 21-2-0, Exterior(2E) 21-2-0 to 24-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss T03A Truss Type PIGGYBACK BASE Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988159 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-U7ur2cPBw15awKk2m7pTBK0d1IS9?aLzXRATgLyzSOS Scale = 1:72.7 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 8x8 4x6 6x6 6x6 5x8 3x6 3x4 3x8 2x4 3x8 3x4 3x4 4x8 3x6 3x6 0-1-138-11-2 8-11-2 14-3-14 5-4-11 19-7-0 5-3-2 23-1-4 3-6-4 28-9-13 5-8-9 31-7-0 2-9-3 -0-11-0 0-11-0 4-3-0 4-3-0 8-11-2 4-8-2 14-3-14 5-4-11 19-7-0 5-3-2 23-1-4 3-6-4 24-2-6 1-1-2 28-9-13 4-7-6 31-7-0 2-9-3 1-7-05-8-812-0-02-7-91-0-012-0-014.00 12 Plate Offsets (X,Y)-- [4:0-2-11,Edge], [5:0-3-2,0-2-0], [6:0-3-0,Edge], [8:0-4-0,0-3-0], [9:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.59 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.36 0.02 (loc) 14-15 14-15 17 l/defl >999 >767 n/a L/d 240 180 n/a PLATES MT20 Weight: 167 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-14,4-13,5-13: 2x4 SPF No.2, 2-15: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 4-13 REACTIONS. (size)11=0-3-8, 15=0-3-8, 17=0-3-8 Max Horz 15=224(LC 7) Max Uplift 11=-1(LC 11) Max Grav 11=1504(LC 1), 15=916(LC 1), 17=149(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-251/107, 3-4=-711/111, 4-5=-382/115, 5-6=-670/94, 2-15=-303/97 BOT CHORD 14-15=-107/494, 13-14=-44/396, 11-13=-5/260 WEBS 4-14=-60/316, 6-11=-897/50, 7-11=-318/102, 8-11=-335/68, 3-15=-655/0 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-11-2, Exterior(2R) 5-11-2 to 17-3-14, Interior(1) 17-3-14 to 25-9-13, Exterior(2R) 25-9-13 to 28-9-13, Exterior(2E) 28-9-13 to 31-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 17 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 capable of withstanding 100 lb uplift at joint(s) 11. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss T03B Truss Type PIGGYBACK BASE Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988160 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-zJSDFyQphLDRXUJFJqLikXYolipgk2w6m5v1DnyzSOR Scale = 1:72.7 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 8x8 4x6 8x8 6x6 5x8 3x6 5x6 4x8 3x8 3x4 3x6 3x8 2x4 4x8 3x6 0-1-138-11-2 8-11-2 14-3-14 5-4-11 18-5-5 4-1-7 23-1-4 4-7-15 27-8-1 4-6-13 31-7-0 3-10-15 -0-11-0 0-11-0 4-3-0 4-3-0 8-11-2 4-8-2 14-3-14 5-4-11 18-5-5 4-1-7 23-0-11 4-7-6 23-1-4 0-0-9 27-8-1 4-6-13 31-7-0 3-10-15 1-7-07-0-812-0-02-7-91-0-012-0-014.00 12 Plate Offsets (X,Y)-- [4:0-2-11,Edge], [5:0-3-2,0-2-0], [6:0-4-0,0-3-8], [8:0-4-0,0-3-0], [9:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.57 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.36 0.01 (loc) 14-15 14-15 11 l/defl >999 >763 n/a L/d 240 180 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 2x3 SPF No.2 *Except* 4-14,4-13,5-13: 2x4 SPF No.2, 2-15,9-10: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 4-13, 8-11, 6-11 REACTIONS. (size)11=0-3-8, 15=0-3-8, 17=0-3-8 Max Horz 15=234(LC 7) Max Uplift 11=-12(LC 11) Max Grav 11=1499(LC 1), 15=917(LC 1), 17=152(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-251/107, 3-4=-712/111, 4-5=-384/113, 5-6=-647/108, 2-15=-303/97 BOT CHORD 14-15=-120/499, 13-14=-56/401, 11-13=-20/319 WEBS 4-14=-61/313, 8-11=-319/75, 7-11=-317/95, 6-11=-882/36, 3-15=-656/0 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-11-2, Exterior(2R) 5-11-2 to 17-3-14, Interior(1) 17-3-14 to 24-8-1, Exterior(2R) 24-8-1 to 30-8-1, Interior(1) 30-8-1 to 31-1-12 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 17 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 capable of withstanding 100 lb uplift at joint(s) 11. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss T10 Truss Type HIP Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988161 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-via_geS4DyT9noSdRFNApye6dVPJCy7PDPO8HgyzSOP Scale = 1:97.0 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 28 8x8 4x6 3x4 2x4 6x8 4x6 2x4 3x8 MT18HS5x8 8x10 6x10 4x6 4x6 4x6 4x6 2x4 3x4 6x8 6x10 4x6 3x8 MT18HS 3x6 2x4 2x4 4x6 0-2-52-3-8 2-3-8 11-3-0 8-11-8 14-4-0 3-1-0 25-2-0 10-10-0 36-0-0 10-10-0 46-10-0 10-10-0 53-11-0 7-1-0 -0-11-0 0-11-0 2-3-8 2-3-8 6-7-6 4-3-14 11-3-0 4-7-10 14-4-0 3-1-0 22-5-8 8-1-8 30-7-0 8-1-8 38-8-8 8-1-8 46-10-0 8-1-8 53-11-0 7-1-0 1-1-08-4-118-7-08-4-110-8-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-3-0], [5:0-4-0,0-3-15], [6:0-2-8,0-2-0], [14:Edge,0-1-8], [21:0-5-12,0-3-4], [23:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.94 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.44 -1.01 0.24 (loc) 19-20 19-20 14 l/defl >999 >637 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 289 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 24-25,2-21: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 19-21,7-21,10-15,13-14,13-15: 2x4 SPF No.2 2-25: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-1 max.): 5-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 21-22. WEBS 1 Row at midpt 6-22, 7-21, 7-19, 9-17, 13-14 2 Rows at 1/3 pts 10-15 REACTIONS. (size)25=0-3-8, 14=0-3-8 Max Horz 25=227(LC 7) Max Uplift 14=-109(LC 7) Max Grav 25=2213(LC 1), 14=2138(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3244/6, 3-4=-3195/103, 4-5=-3105/99, 5-6=-2521/93, 6-7=-3036/131, 7-9=-3560/119, 9-10=-3171/101, 10-12=-1648/98, 12-13=-1648/98, 13-14=-2089/131, 2-25=-2187/0 BOT CHORD 2-23=-241/2639, 22-23=-217/2696, 21-22=-223/3044, 17-19=-244/3528, 15-17=-208/2920 WEBS 6-21=-33/832, 5-22=-29/1481, 6-22=-1343/154, 19-21=-243/3492, 7-21=-801/129, 9-17=-636/95, 10-17=0/784, 10-15=-1776/115, 12-15=-491/141, 13-15=-125/2530, 4-22=-264/138 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 2-2-0, Interior(1) 2-2-0 to 7-0-1, Exterior(2R) 7-0-1 to 15-5-15, Interior(1) 15-5-15 to 50-9-4, Exterior(2E) 50-9-4 to 53-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=109. 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.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss T11 Truss Type ROOF SPECIAL Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988162 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-r5hk5KTKkZkt06c0YgPeuNjUbJ6LgsKihjtEMYyzSON Scale = 1:107.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 30 31 32 33 4x6 8x8 6x16 8x10 4x6 3x4 3x4 5x6 3x8 MT18HS3x8 2x4 3x12 3x8 2x4 2x4 4x8 2x4 6x8 5x8 3x4 8x8 2x4 6x10 6x10 4x6 3x8 MT18HS 5x12 0-2-50-2-52-3-8 2-3-8 7-10-14 5-7-6 12-7-10 4-8-12 14-4-0 1-8-6 14-9-5 0-5-5 16-10-11 2-1-6 25-8-7 8-9-12 34-6-4 8-9-12 43-4-0 8-9-12 53-11-0 10-7-0 -0-11-0 0-11-0 2-3-8 2-3-8 7-10-14 5-7-6 12-7-10 4-8-12 14-4-0 1-8-6 14-9-5 0-5-5 16-10-11 2-1-6 25-8-7 8-9-12 34-6-4 8-9-12 43-4-0 8-9-12 48-6-4 5-2-4 49-10-0 1-3-12 53-11-0 4-1-0 1-1-09-3-1210-8-1110-11-08-2-50-8-010-8-118.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-3-15], [8:0-3-12,0-2-4], [14:0-4-0,0-3-15], [22:0-3-8,0-1-8], [25:0-2-8,0-3-4], [28:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.48 0.78 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.57 0.22 (loc) 16-17 16-17 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 330 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-28: 2x3 SPF No.2, 20-24,16-18: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 8-22,8-21,11-21,11-17,14-17,14-16,7-23: 2x4 SPF No.2 15-16: 2x4 SPF-S Stud, 2-29: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-0 max.): 6-7, 8-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-22, 9-21, 13-17, 15-16, 7-23 2 Rows at 1/3 pts 11-17, 14-16 REACTIONS. (size)29=0-3-8, 16=0-3-8 Max Horz 29=270(LC 7) Max Grav 29=2219(LC 1), 16=2140(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3170/0, 3-5=-3298/0, 5-6=-3288/87, 6-7=-2673/61, 7-8=-3040/89, 8-9=-2810/76, 9-11=-2810/76, 11-13=-1773/84, 13-14=-1776/85, 2-29=-2199/6 BOT CHORD 26-27=-247/2622, 25-26=-145/2446, 21-22=-135/2407, 19-21=-156/2597, 17-19=-156/2597, 16-17=-80/742 WEBS 5-26=-309/161, 8-22=-602/136, 8-21=-140/763, 9-21=-548/151, 11-21=-20/336, 11-19=0/327, 11-17=-1269/69, 13-17=-513/133, 14-17=-59/1983, 14-16=-2072/118, 7-25=-1314/43, 22-25=-132/2445, 8-25=-84/1253, 2-27=-142/2432, 6-26=-122/555, 6-25=-60/939 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 2-2-0, Interior(1) 2-2-0 to 9-7-10, Exterior(2R) 9-7-10 to 12-7-10, Exterior(2E) 12-7-10 to 14-9-5, Exterior(2R) 14-9-5 to 19-10-11, Interior(1) 19-10-11 to 46-10-0, Exterior(2R) 46-10-0 to 50-9-4, Exterior(2E) 50-9-4 to 53-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss T12 Truss Type ROOF SPECIAL Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988163 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-nTpUW?VaGB_bFPmOg5S6zoonc6lg8m6_81MLQRyzSOL Scale = 1:106.4 12 3 4 5 6 7 8 9 10 11 12 13 27 26 25 24 23 22 21 20 19 18 17 16 15 14 28 29 30 31 32 8x8 4x6 3x4 3x4 5x6 8x10 2x4 2x4 3x6 6x6 6x8 5x12 8x8 4x6 3x6 4x6 2x4 6x8 8x8 3x8 MT18HS 6x6 4x8 6x10 3x6 5x12 3x6 0-2-50-2-52-3-8 2-3-8 9-1-10 6-10-2 11-3-5 2-1-11 14-4-0 3-0-11 20-4-11 6-0-11 26-10-7 6-5-12 39-10-0 12-11-9 46-4-0 6-6-0 53-11-0 7-7-0 -0-11-0 0-11-0 2-3-8 2-3-8 9-1-10 6-10-2 11-3-5 2-1-11 14-4-0 3-0-11 20-4-11 6-0-11 26-10-7 6-5-12 33-4-4 6-5-12 39-10-0 6-5-12 46-4-0 6-6-0 53-11-0 7-7-0 1-1-06-11-1213-0-1113-3-08-2-50-8-013-0-118.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-3-15], [5:0-3-12,0-4-4], [7:0-2-0,0-2-8], [12:0-4-0,0-3-15], [15:0-3-8,0-2-0], [22:0-4-12,Edge], [23:0-2-8,0-3-0], [24:0-2-8,0-1-8], [26:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.98 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.59 0.21 (loc) 18-20 18-20 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 366 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-26: 2x3 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-21,5-23,5-22,20-22,2-25,4-24,4-23,3-24: 2x3 SPF No.2 2-27: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-7 max.): 4-5, 7-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 18-20,17-18. WEBS 1 Row at midpt 6-21, 5-23, 8-20, 10-17, 11-17, 13-14, 8-18 , 12-15 REACTIONS. (size)27=0-3-8, 14=0-3-8 Max Horz 27=311(LC 7) Max Grav 27=2211(LC 1), 14=2137(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3195/33, 3-4=-3266/15, 4-5=-3088/42, 5-6=-3318/64, 6-7=-3359/167, 7-8=-2119/129, 8-10=-2222/113, 10-11=-1747/126, 11-12=-1750/127, 13-14=-2071/26, 2-27=-2189/13, 12-13=-1383/122 BOT CHORD 24-25=-254/2674, 23-24=-124/2662, 22-23=-106/3068, 18-20=-125/2261, 17-18=-115/2139, 15-17=-49/1093 WEBS 6-22=-276/157, 5-23=-1149/0, 5-22=-744/67, 20-22=-108/2084, 7-22=-184/1366, 7-20=-92/421, 8-20=-488/183, 10-18=0/410, 10-17=-865/58, 11-17=-429/120, 12-17=-88/1508, 13-15=-13/1574, 12-15=-1012/100, 2-25=-132/2492, 4-24=0/271, 4-23=0/1219 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 2-2-0, Interior(1) 2-2-0 to 6-1-10, Exterior(2R) 6-1-10 to 9-1-10, Exterior(2E) 9-1-10 to 11-3-5, Interior(1) 11-3-5 to 17-4-11, Exterior(2R) 17-4-11 to 23-4-11, Interior(1) 23-4-11 to 43-4-0, Exterior(2R) 43-4-0 to 49-4-0, Interior(1) 49-4-0 to 50-9-4, Exterior(2E) 50-9-4 to 53-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss T13 Truss Type PIGGYBACK BASE Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988164 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-ksxFwhWrooEJVjwnnWUa2Du7iwVxcfwHcLrSVJyzSOJ Scale = 1:102.8 1 2 3 4 5 6 7 8 9 10 11 12 13 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 29 30 31 8x8 8x10 8x8 4x6 3x4 3x4 5x6 8x16 3x4 3x4 3x6 3x6 6x6 5x12 4x6 3x6 2x4 4x8 2x4 6x10 6x10 3x8 MT18HS 6x6 5x8 6x8 3x6 5x12 0-2-52-3-8 2-3-8 5-7-10 3-4-2 7-9-5 2-1-11 14-4-0 6-6-11 18-6-3 4-2-3 26-2-15 7-8-12 33-11-12 7-8-12 41-8-8 7-8-12 48-2-8 6-6-0 53-11-0 5-8-8 -0-11-0 0-11-0 2-3-8 2-3-8 5-7-10 3-4-2 7-9-5 2-1-11 14-4-0 6-6-11 18-6-3 4-2-3 26-2-15 7-8-12 33-11-12 7-8-12 41-8-8 7-8-12 48-2-8 6-6-0 53-11-0 5-8-8 1-1-04-7-1212-0-08-2-50-8-012-0-08.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-3-15], [7:0-4-0,0-2-13], [12:0-6-0,0-3-0], [13:0-2-12,0-2-0], [15:0-3-8,0-2-8], [24:0-2-8,0-3-0], [25:0-2-8,0-1-8], [27:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.74 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.44 0.21 (loc) 6 20-21 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 355 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-27,6-22: 2x3 SPF No.2, 23-26: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-25,4-25,4-24,5-24,5-23,21-23,13-15,2-26: 2x3 SPF No.2 2-28: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-5 max.): 4-5, 7-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 6-23 WEBS 1 Row at midpt 5-23, 8-21, 8-20, 10-16, 11-16, 13-14, 12-15 REACTIONS. (size)28=0-3-8, 14=0-3-8 Max Horz 28=290(LC 7) Max Grav 28=2213(LC 1), 14=2138(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3104/0, 3-4=-3359/0, 4-5=-3784/0, 5-6=-3374/0, 6-7=-3354/70, 7-8=-2235/30, 8-10=-2491/47, 10-11=-1761/53, 11-12=-1762/52, 2-28=-2196/0, 13-14=-2089/0, 12-13=-1210/72 BOT CHORD 25-26=-249/2522, 24-25=-161/2818, 23-24=-119/3742, 6-23=-356/181, 20-21=-144/2491, 18-20=-135/2324, 16-18=-135/2324, 15-16=-62/935 WEBS 3-25=-64/321, 4-24=0/1853, 5-24=-1484/6, 5-23=-1156/81, 21-23=-93/2132, 7-23=-152/1407, 7-21=-102/364, 8-21=-621/156, 10-20=-34/317, 10-18=0/309, 10-16=-1041/48, 11-16=-450/125, 12-16=-94/1684, 13-15=-37/1606, 12-15=-1171/114, 2-26=-135/2324 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 2-2-0, Exterior(2R) 2-2-0 to 5-7-10, Exterior(2E) 5-7-10 to 7-9-5, Interior(1) 7-9-5 to 14-3-4, Exterior(2R) 14-3-4 to 22-9-2, Interior(1) 22-9-2 to 43-11-9, Exterior(2R) 43-11-9 to 50-9-4, Exterior(2E) 50-9-4 to 53-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss T14 Truss Type PIGGYBACK BASE Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988165 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-gE3?LNY5KPU0k14AvwW28ezPvk7R4dba3fKZZCyzSOH Scale = 1:87.2 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 4x6 6x8 4x6 10x10 3x6 3x4 4x6 3x8 MT18HS 4x6 4x6 3x6 6x16 4x6 5x12 4x6 2x4 6x8 4x6 6x8 6x8 5x6 7-4-6 7-4-6 14-6-3 7-1-14 18-1-8 3-7-5 27-11-0 9-9-8 37-8-8 9-9-8 43-8-8 6-0-0 44-2-8 0-6-0 49-11-0 5-8-8 7-4-6 7-4-6 14-6-3 7-1-14 18-1-8 3-7-5 24-7-13 6-6-5 31-2-3 6-6-5 37-8-8 6-6-5 43-8-8 6-0-0 44-2-8 0-6-0 49-11-0 5-8-8 1-1-010-9-212-0-08-2-51-2-1412-0-08.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-3-0], [10:0-5-12,0-3-0], [12:Edge,0-3-8], [21:0-2-8,0-2-0], [22:Edge,0-2-4], [22:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.93 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.54 0.13 (loc) 16-17 16-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 328 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-21,2-19,16-18,1-21,11-13: 2x3 SPF No.2, 1-22: 2x8 SP 2400F 2.0E 11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-0 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 14-16. 1 Row at midpt 5-18 WEBS 1 Row at midpt 2-19, 6-18, 6-16, 8-14, 9-14, 10-13 2 Rows at 1/3 pts 11-12 REACTIONS. (size)22=0-5-8, 12=0-3-8 Max Horz 22=271(LC 9) Max Grav 22=1979(LC 1), 12=1979(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2769/0, 2-4=-2477/39, 4-5=-2184/62, 5-6=-2178/62, 6-8=-2081/30, 8-9=-1593/71, 9-10=-1594/70, 1-22=-1907/0, 11-12=-1928/0, 10-11=-1114/79 BOT CHORD 21-22=-226/457, 19-21=-151/2207, 18-19=-144/1956, 5-18=-292/95, 14-16=-138/1987, 13-14=-63/858 WEBS 2-19=-383/141, 4-19=-8/413, 4-18=-149/777, 16-18=-187/2029, 6-16=-413/114, 8-16=0/396, 8-14=-831/65, 9-14=-412/116, 10-14=-90/1501, 1-21=0/1853, 10-13=-1074/111, 11-13=-38/1475 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) 0-3-10 to 3-3-10, Interior(1) 3-3-10 to 10-3-4, Exterior(2R) 10-3-4 to 18-9-2, Interior(1) 18-9-2 to 39-11-9, Exterior(2R) 39-11-9 to 46-9-4, Exterior(2E) 46-9-4 to 49-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss T15 Truss Type PIGGYBACK BASE Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988166 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-8RdNZjZj5jctMAeMTe1HgsVaf7TKp4ukII465eyzSOG Scale = 1:87.2 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 26 27 28 29 4x6 6x8 4x6 10x10 3x6 3x4 3x6 3x6 4x6 3x8 3x6 6x16 4x6 5x12 4x6 2x4 6x8 4x6 6x8 6x8 4x6 5x6 7-4-6 7-4-6 14-6-3 7-1-14 17-10-0 3-3-13 27-9-4 9-11-4 37-8-8 9-11-4 44-2-8 6-6-0 49-11-0 5-8-8 -0-11-0 0-11-0 7-4-6 7-4-6 14-6-3 7-1-14 17-10-0 3-3-13 24-5-8 6-7-8 31-1-0 6-7-8 37-8-8 6-7-8 44-2-8 6-6-0 49-11-0 5-8-8 1-1-010-9-212-0-08-2-51-2-1412-0-08.00 12 Plate Offsets (X,Y)-- [5:0-5-4,0-3-0], [11:0-5-12,0-3-0], [13:Edge,0-3-8], [23:0-2-8,0-1-8], [24:0-2-12,0-2-4], [24:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.95 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.56 0.13 (loc) 18-19 18-19 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 330 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-23,3-21,18-20,2-23,12-14: 2x3 SPF No.2, 2-24: 2x8 SP 2400F 2.0E 12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-2 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 16-18. 1 Row at midpt 6-20 WEBS 1 Row at midpt 3-21, 7-20, 7-18, 9-16, 10-16, 11-14 2 Rows at 1/3 pts 12-13 REACTIONS. (size)24=0-5-8, 13=0-3-8 Max Horz 24=281(LC 9) Max Grav 24=2053(LC 1), 13=1978(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2768/0, 3-5=-2470/40, 5-6=-2165/62, 6-7=-2159/62, 7-9=-2082/30, 9-10=-1593/71, 10-11=-1593/71, 2-24=-1982/0, 12-13=-1927/0, 11-12=-1114/79 BOT CHORD 23-24=-235/570, 21-23=-152/2193, 20-21=-145/1954, 6-20=-284/95, 16-18=-139/1990, 14-16=-63/858 WEBS 3-21=-370/140, 5-21=-7/410, 5-20=-151/775, 18-20=-189/2018, 7-18=-393/115, 9-18=0/391, 9-16=-829/66, 10-16=-415/117, 11-16=-89/1502, 2-23=0/1707, 11-14=-1073/111, 12-14=-38/1474 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 10-3-4, Exterior(2R) 10-3-4 to 18-9-2, Interior(1) 18-9-2 to 39-11-9, Exterior(2R) 39-11-9 to 46-9-4, Exterior(2E) 46-9-4 to 49-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss T16 Truss Type PIGGYBACK BASE Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988167 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-4pk8_OazdKsbbUola34llGbw8xDqHz_0lcZDAXyzSOE Scale = 1:90.8 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 4x6 6x8 4x6 10x10 3x6 3x4 3x6 3x6 4x6 3x8 3x6 6x16 4x6 5x12 4x6 5x6 4x6 6x8 6x8 5x6 7-4-6 7-4-6 14-6-3 7-1-14 21-10-0 7-3-13 29-9-4 7-11-4 37-8-8 7-11-4 44-2-8 6-6-0 49-11-0 5-8-8 -0-11-0 0-11-0 7-4-6 7-4-6 14-6-3 7-1-14 21-10-0 7-3-13 29-9-4 7-11-4 37-8-8 7-11-4 44-2-8 6-6-0 49-11-0 5-8-8 1-1-010-9-212-0-08-2-51-2-1412-0-08.00 12 Plate Offsets (X,Y)-- [5:0-5-4,0-3-0], [10:0-5-12,0-3-0], [12:Edge,0-3-8], [21:0-2-8,0-1-8], [22:0-2-12,0-2-4], [22:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.69 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.35 0.12 (loc) 6 18-19 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 318 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-21,3-19,16-18,2-21,11-13: 2x3 SPF No.2, 2-22: 2x8 SP 2400F 2.0E 11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-12 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 6-18 WEBS 1 Row at midpt 3-19, 7-16, 9-14, 10-13 2 Rows at 1/3 pts 11-12 REACTIONS. (size)22=0-5-8, 12=0-3-8 Max Horz 22=281(LC 9) Max Grav 22=2053(LC 1), 12=1978(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2766/0, 3-5=-2474/37, 5-6=-2348/69, 6-7=-2341/69, 7-9=-2061/44, 9-10=-1595/74, 2-22=-1980/0, 11-12=-1929/0, 10-11=-1115/78 BOT CHORD 21-22=-235/573, 19-21=-152/2190, 18-19=-144/1959, 6-18=-479/136, 14-16=-110/1594, 13-14=-62/859 WEBS 3-19=-364/144, 5-19=0/450, 5-18=-150/776, 16-18=-135/1993, 7-18=-50/477, 7-16=-851/163, 9-16=-46/851, 9-14=-1163/166, 10-14=-97/1504, 2-21=0/1699, 10-13=-1067/115, 11-13=-37/1475 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 10-3-4, Exterior(2R) 10-3-4 to 18-9-2, Interior(1) 18-9-2 to 39-11-9, Exterior(2R) 39-11-9 to 46-9-4, Exterior(2E) 46-9-4 to 49-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss T16A Truss Type PIGGYBACK BASE Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988168 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Y0IWBkbbOe_SDeNx8mb_IU74kLZ80QsA_GImizyzSOD Scale = 1:90.8 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 3x6 6x10 3x6 3x6 3x6 3x4 3x6 3x6 3x6 4x8 3x6 6x16 3x6 5x12 3x6 5x6 5x12 3x4 5x6 5x8 5x6 7-4-6 7-4-6 14-6-3 7-1-14 21-10-0 7-3-13 29-9-4 7-11-4 37-8-8 7-11-4 44-2-8 6-6-0 49-11-0 5-8-8 -0-11-0 0-11-0 7-4-6 7-4-6 14-6-3 7-1-14 21-10-0 7-3-13 29-9-4 7-11-4 37-8-8 7-11-4 44-2-8 6-6-0 49-11-0 5-8-8 1-1-010-9-212-0-08-2-51-2-1412-0-08.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-8], [10:0-6-4,0-2-4], [11:Edge,0-1-12], [12:Edge,0-1-8], [21:0-2-8,0-2-0] 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-SH 0.95 0.69 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.40 0.12 (loc) 6 18-19 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 285 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-21,3-19,16-18,2-21,11-13: 2x3 SPF No.2, 2-22: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 6-18 WEBS 1 Row at midpt 3-19, 7-16, 9-14, 11-12, 10-13 REACTIONS. (size)22=0-5-8, 12=0-3-8 Max Horz 22=283(LC 9) Max Grav 22=2053(LC 1), 12=1978(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2716/0, 3-5=-2455/37, 5-6=-2331/69, 6-7=-2324/69, 7-9=-2047/44, 9-10=-1585/74, 2-22=-1979/0, 11-12=-1927/0, 10-11=-1127/78 BOT CHORD 21-22=-264/454, 19-21=-153/2160, 18-19=-145/1941, 6-18=-487/136, 14-16=-111/1584, 13-14=-63/851 WEBS 3-19=-353/143, 5-19=0/447, 5-18=-149/782, 16-18=-136/1975, 7-18=-51/475, 7-16=-848/163, 9-16=-47/848, 9-14=-1168/167, 10-14=-97/1507, 2-21=0/1841, 10-13=-1066/115, 11-13=-37/1467 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 10-3-4, Exterior(2R) 10-3-4 to 18-9-2, Interior(1) 18-9-2 to 39-11-9, Exterior(2R) 39-11-9 to 46-9-4, Exterior(2E) 46-9-4 to 49-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss T16B Truss Type PIGGYBACK BASE Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988169 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-VOQGcQcswFEASyXJFBdSNvDQD8EcUJMTRantnsyzSOB Scale = 1:90.8 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 3x6 6x10 3x6 3x6 3x6 3x4 3x6 3x6 3x6 4x8 3x6 6x16 3x6 5x12 3x6 5x6 5x12 3x4 5x6 5x8 5x6 7-4-6 7-4-6 14-6-3 7-1-14 21-10-0 7-3-13 29-9-4 7-11-4 37-8-8 7-11-4 44-2-8 6-6-0 49-11-0 5-8-8 -0-11-0 0-11-0 7-4-6 7-4-6 14-6-3 7-1-14 21-10-0 7-3-13 29-9-4 7-11-4 37-8-8 7-11-4 44-2-8 6-6-0 49-11-0 5-8-8 1-1-010-9-212-0-08-2-51-2-1412-0-08.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-8], [10:0-6-4,0-2-4], [11:Edge,0-1-12], [12:Edge,0-1-8], [21:0-2-8,0-2-0] 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-SH 0.95 0.69 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.40 0.12 (loc) 6 18-19 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 285 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-21,3-19,16-18,2-21,11-13: 2x3 SPF No.2, 2-22: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 6-18 WEBS 1 Row at midpt 3-19, 7-16, 9-14, 11-12, 10-13 REACTIONS. (size)22=0-5-8, 12=0-3-8 Max Horz 22=283(LC 9) Max Grav 22=2053(LC 1), 12=1978(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2716/0, 3-5=-2455/37, 5-6=-2331/69, 6-7=-2324/69, 7-9=-2047/44, 9-10=-1585/74, 2-22=-1979/0, 11-12=-1927/0, 10-11=-1127/78 BOT CHORD 21-22=-264/454, 19-21=-153/2160, 18-19=-145/1941, 6-18=-487/136, 14-16=-111/1584, 13-14=-63/851 WEBS 3-19=-353/143, 5-19=0/447, 5-18=-149/782, 16-18=-136/1975, 7-18=-51/475, 7-16=-848/163, 9-16=-47/848, 9-14=-1168/167, 10-14=-97/1507, 2-21=0/1841, 10-13=-1066/115, 11-13=-37/1467 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 10-3-4, Exterior(2R) 10-3-4 to 18-9-2, Interior(1) 18-9-2 to 39-11-9, Exterior(2R) 39-11-9 to 46-9-4, Exterior(2E) 46-9-4 to 49-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss T17 Truss Type PIGGYBACK BASE Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988170 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-zb_fpmdUgZM1456Wpv8hw6lboYaqDlwcgEXQJIyzSOA Scale = 1:92.2 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 283x6 6x10 3x6 7x16 MT18HS 6x6 5x6 3x6 3x6 3x4 4x6 3x6 3x6 4x8 3x6 6x16 3x6 5x12 3x6 5x12 4x6 8x8 5x6 0-2-57-4-5 7-4-5 14-6-3 7-1-14 21-10-0 7-3-13 30-3-4 8-5-4 38-8-8 8-5-4 40-9-10 2-1-2 46-3-10 5-6-0 49-11-0 3-7-6 -0-11-0 0-11-0 7-4-5 7-4-5 14-6-3 7-1-14 21-10-0 7-3-13 30-3-4 8-5-4 38-8-8 8-5-4 40-9-10 2-1-2 46-3-10 5-6-0 49-11-0 3-7-6 1-1-010-9-29-2-112-0-08-2-51-2-1412-0-08.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-8], [9:1-1-12,0-2-0], [12:Edge,0-1-12], [13:Edge,0-3-8], [22:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.69 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.42 0.13 (loc) 17-18 17-18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 291 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,7-9: 2x4 SPF 2100F 1.8E, 9-10: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-22,3-20,17-19,11-14,2-22,12-14: 2x3 SPF No.2 2-23: 2x8 SP 2400F 2.0E, 12-13: 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.): 5-9, 10-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 6-19 WEBS 1 Row at midpt 3-20, 8-17, 9-15 2 Rows at 1/3 pts 10-14, 12-13 REACTIONS. (size)23=0-5-8, 13=0-3-8 Max Horz 23=284(LC 9) Max Grav 23=2053(LC 1), 13=1978(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2716/11, 3-5=-2455/76, 5-6=-2332/93, 6-8=-2325/94, 8-9=-2042/105, 9-10=-1846/120, 10-11=-625/106, 11-12=-788/116, 2-23=-1980/39, 12-13=-1955/11 BOT CHORD 22-23=-265/455, 20-22=-145/2160, 19-20=-137/1941, 6-19=-490/137, 15-17=-78/1484, 14-15=-71/1441 WEBS 3-20=-352/142, 5-20=0/447, 5-19=-136/783, 17-19=-123/1958, 8-19=-54/498, 8-17=-917/186, 9-17=-73/1011, 10-15=-32/367, 10-14=-1690/44, 2-22=0/1841, 12-14=-11/1595 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 11-6-3, Exterior(2R) 11-6-3 to 17-6-3, Interior(1) 17-6-3 to 35-8-8, Exterior(2R) 35-8-8 to 38-8-8, Exterior(2E) 38-8-8 to 40-9-10, Interior(1) 40-9-10 to 43-3-10, Exterior(2R) 43-3-10 to 46-9-4, Exterior(2E) 46-9-4 to 49-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss T17A Truss Type PIGGYBACK BASE Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988171 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-vz5PESfkCAclJPGuxJA9?XrxZMGIhe4v8Y0XOByzSO8 Scale = 1:90.5 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 263x6 6x10 3x6 7x16 MT18HS 6x6 3x6 3x6 3x4 3x6 3x6 3x6 4x8 3x6 6x16 3x6 5x12 3x6 8x8 8x8 5x12 3x4 0-2-57-4-5 7-4-5 14-6-3 7-1-14 21-10-0 7-3-13 30-3-4 8-5-4 38-8-8 8-5-4 44-3-10 5-7-2 49-11-0 5-7-6 -0-11-0 0-11-0 7-4-5 7-4-5 14-6-3 7-1-14 21-10-0 7-3-13 30-3-4 8-5-4 38-8-8 8-5-4 44-3-10 5-7-2 49-9-10 5-6-0 49-11-0 0-1-6 1-1-010-9-26-10-112-0-08-0-151-2-1412-0-08.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-8], [9:1-1-12,0-2-0], [11:0-3-8,Edge], [13:0-3-8,Edge], [21:0-2-8,0-2-0] 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-SH 0.94 0.69 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.42 0.13 (loc) 6 16-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 276 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,7-9: 2x4 SPF 2100F 1.8E, 9-10: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-21,3-19,16-18,10-14,11-13,2-21: 2x3 SPF No.2 10-13,11-12: 2x4 SPF-S Stud, 2-22: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-9, 10-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 6-18 WEBS 1 Row at midpt 3-19, 8-16, 9-14, 10-13, 11-12 REACTIONS. (size)22=0-5-8, 12=0-3-8 Max Horz 22=214(LC 10) Max Grav 22=2053(LC 1), 12=1978(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2716/1, 3-5=-2455/66, 5-6=-2332/79, 6-8=-2325/80, 8-9=-2042/71, 9-10=-1885/49, 10-11=-1217/0, 2-22=-1980/33 BOT CHORD 21-22=-265/418, 19-21=-55/2160, 18-19=-34/1941, 6-18=-490/137, 14-16=0/1482, 13-14=0/1248 WEBS 3-19=-351/143, 5-19=0/447, 5-18=-128/783, 16-18=-25/1960, 8-18=-43/496, 8-16=-918/180, 9-16=-81/1017, 10-14=-28/475, 10-13=-1668/61, 11-13=0/2156, 2-21=0/1841, 11-12=-1932/12 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 11-6-3, Exterior(2R) 11-6-3 to 17-6-3, Interior(1) 17-6-3 to 35-8-8, Exterior(2R) 35-8-8 to 41-8-8, Interior(1) 41-8-8 to 46-9-4, Exterior(2E) 46-9-4 to 49-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss T17B Truss Type PIGGYBACK BASE Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988172 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-NAfnSofMzUlcxZr5U1iOYlN6HmcXQ7q2MCl5wdyzSO7 Scale = 1:92.5 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 273x6 6x10 3x6 7x16 MT18HS 6x6 3x4 5x10 MT18HS 3x6 3x6 3x4 4x6 3x6 3x6 4x8 3x6 6x16 3x6 5x12 3x6 4x6 5x6 5x12 0-2-57-4-5 7-4-5 14-6-3 7-1-14 21-10-0 7-3-13 30-3-4 8-5-4 38-8-8 8-5-4 47-9-10 9-1-2 49-11-0 2-1-6 -0-11-0 0-11-0 7-4-5 7-4-5 14-6-3 7-1-14 21-10-0 7-3-13 30-3-4 8-5-4 38-8-8 8-5-4 43-3-1 4-6-9 47-9-10 4-6-9 49-11-0 2-1-6 1-1-010-9-24-6-112-0-05-8-151-2-1412-0-08.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-8], [9:1-1-12,0-2-0], [12:Edge,0-2-8], [13:Edge,0-2-4], [14:0-2-8,0-2-8], [22:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.69 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.42 0.14 (loc) 17-18 17-18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 281 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,7-9: 2x4 SPF 2100F 1.8E, 9-11: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-20,5-19,8-19,8-17,9-17,9-15,10-14: 2x4 SPF No.2 2-23: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-9, 11-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 6-19 WEBS 1 Row at midpt 3-20, 8-17, 9-15, 10-14, 11-13 REACTIONS. (size)13=0-3-8, 23=0-5-8 Max Horz 23=257(LC 9) Max Grav 13=1980(LC 1), 23=2054(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2719/14, 3-5=-2458/81, 5-6=-2335/98, 6-8=-2328/99, 8-9=-2046/113, 9-10=-1871/113, 10-11=-966/98, 2-23=-1981/41 BOT CHORD 22-23=-238/457, 20-22=-98/2162, 19-20=-87/1943, 6-19=-490/137, 15-17=0/1492, 14-15=0/1314, 13-14=0/718 WEBS 3-20=-351/142, 5-20=0/447, 5-19=-136/784, 17-19=-59/1960, 8-19=-61/497, 8-17=-918/193, 9-17=-98/1005, 10-15=-77/472, 10-14=-1242/0, 11-14=0/1252, 11-13=-2076/0, 2-22=0/1843 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 11-6-3, Exterior(2R) 11-6-3 to 17-6-3, Interior(1) 17-6-3 to 35-8-8, Exterior(2R) 35-8-8 to 41-8-8, Interior(1) 41-8-8 to 47-9-10, Exterior(2E) 47-9-10 to 49-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss T18 Truss Type PIGGYBACK BASE Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988173 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-rMD9f8g_kotSZjPH2kDd4ywH?9ym9XxCbsVeS3yzSO6 Scale = 1:90.8 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 3x6 6x10 3x6 5x8 3x4 3x6 3x6 3x4 4x6 3x6 3x6 4x8 3x6 6x16 3x6 5x12 3x6 3x8 5x12 4x8 7-4-5 7-4-5 14-6-3 7-1-14 21-10-0 7-3-13 30-3-4 8-5-4 38-8-8 8-5-4 49-11-0 11-2-8 -0-11-0 0-11-0 7-4-5 7-4-5 14-6-3 7-1-14 21-10-0 7-3-13 30-3-4 8-5-4 38-8-8 8-5-4 44-2-0 5-5-8 49-11-0 5-9-0 1-1-010-9-212-0-04-6-51-2-1412-0-08.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-8], [9:0-5-12,0-2-0], [10:0-2-8,0-1-8], [20:0-2-8,0-2-0] 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-SH 0.95 0.69 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.74 0.13 (loc) 12-13 12-13 12 l/defl >999 >801 n/a L/d 240 180 n/a PLATES MT20 Weight: 265 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,7-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 12-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-20,3-18,15-17,10-13,2-20: 2x3 SPF No.2, 2-21: 2x8 SP 2400F 2.0E 11-12: 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.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 6-17 WEBS 1 Row at midpt 3-18, 8-15, 9-13, 10-12 REACTIONS. (size)21=0-5-8, 12=0-3-8 Max Horz 21=249(LC 9) Max Grav 21=2053(LC 1), 12=1978(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2716/0, 3-5=-2455/0, 5-6=-2331/19, 6-8=-2324/19, 8-9=-2039/27, 9-10=-1883/38, 2-21=-1980/0 BOT CHORD 20-21=-230/458, 18-20=-89/2160, 17-18=-78/1941, 6-17=-488/136, 13-15=0/1483, 12-13=0/1215 WEBS 3-18=-352/142, 5-18=0/448, 5-17=-136/782, 15-17=-54/1951, 8-17=-58/498, 8-15=-940/195, 9-15=-112/1016, 10-13=-48/550, 2-20=0/1841, 10-12=-2077/0 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 10-3-4, Exterior(2R) 10-3-4 to 18-9-2, Interior(1) 18-9-2 to 34-5-9, Exterior(2R) 34-5-9 to 42-11-7, Interior(1) 42-11-7 to 46-9-4, Exterior(2E) 46-9-4 to 49-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss T22 Truss Type ROOF SPECIAL Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988174 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-nlLw4piFGP7Ao0ZgA9F59N?gSzc0dRAV3A_lXyyzSO4 Scale = 1:105.7 1 2 3 4 5 6 7 8 9 10 22 21 20 19 18 17 16 15 14 13 12 11 23 24 25 26 27 28 8x8 6x6 8x8 8x8 10x16 MT18HS 3x8 MT18HS 3x8 MT18HS 4x8 3x4 6x10 4x6 3x8 4x8 4x8 2x4 6x8 8x10 5x12 4x6 4x8 3x8 MT18HS0-2-50-2-57-8-15 7-8-15 12-0-3 4-3-4 19-0-5 7-0-2 26-0-8 7-0-2 30-4-8 4-4-0 39-11-0 9-6-8 45-6-8 5-7-8 53-7-0 8-0-8 7-8-15 7-8-15 12-0-3 4-3-4 19-0-5 7-0-2 26-0-8 7-0-2 30-4-8 4-4-0 35-1-12 4-9-4 39-11-0 4-9-4 45-6-8 5-7-8 53-7-0 8-0-8 2-3-1410-1-117-3-010-4-01-1-01-0-010-1-118.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-3-15], [9:0-4-0,0-3-15], [10:Edge,0-7-4], [11:0-1-12,0-0-0], [12:0-2-8,0-2-0], [13:0-4-0,0-2-12], [14:0-3-8,Edge], [15:0-2-0,0-1-8], [21:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.69 0.77 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.72 0.17 (loc) 14-15 14-15 11 l/defl >999 >885 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 297 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-14: 2x3 SPF No.2, 14-17: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-20,6-16,1-22: 2x4 SPF-S Stud 4-20,4-16,13-15,10-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-13 max.): 3-5, 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-20, 7-15 2 Rows at 1/3 pts 6-16 REACTIONS. (size)22=Mechanical, 11=0-3-8 Max Horz 22=158(LC 9) Max Uplift 11=-19(LC 11) Max Grav 22=2132(LC 1), 11=2132(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2530/37, 2-3=-2486/107, 3-4=-2008/105, 4-5=-2910/102, 5-6=-3549/91, 6-7=-4020/44, 7-8=-3671/66, 8-9=-3683/67, 9-10=-3071/44, 1-22=-2055/27, 10-11=-2055/62 BOT CHORD 20-21=-29/2004, 18-20=0/2695, 16-18=0/2695, 15-16=0/4020, 8-13=-336/100, 12-13=0/2451, 11-12=-52/469 WEBS 2-21=-382/70, 3-20=0/1031, 4-20=-1235/25, 4-18=0/312, 4-16=-81/427, 5-16=0/1608, 6-16=-2106/79, 6-15=-326/66, 13-15=0/3786, 7-13=-525/25, 9-13=-46/1773, 1-21=0/1975, 10-12=0/1991 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 9-0-3, Exterior(2R) 9-0-3 to 15-0-3, Interior(1) 15-0-3 to 23-0-8, Exterior(2R) 23-0-8 to 29-0-8, Interior(1) 29-0-8 to 42-6-8, Exterior(2R) 42-6-8 to 48-6-8, Interior(1) 48-6-8 to 50-5-4, Exterior(2E) 50-5-4 to 53-5-4 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11. 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.).July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss T23 Truss Type ROOF SPECIAL Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988175 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-k7TgVVjVo0Nu1Kj2HaHZFo5zBnHz5LGnWUTsbqyzSO2 Scale = 1:108.8 1 2 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 4x6 6x6 6x6 6x6 10x16 MT18HS 3x8 MT18HS 3x6 3x6 5x6 4x6 4x8 3x6 5x8 8x10 3x6 5x8 12x12 4x8 5x8 4x10 8x8 3x8 MT18HS0-2-50-2-57-9-0 7-9-0 15-6-3 7-9-3 22-6-8 7-0-5 26-10-8 4-4-0 33-4-12 6-6-4 39-11-0 6-6-4 42-0-8 2-1-8 53-7-0 11-6-8 7-9-0 7-9-0 15-6-3 7-9-3 22-6-8 7-0-5 26-10-8 4-4-0 33-4-12 6-6-4 39-11-0 6-6-4 42-0-8 2-1-8 47-9-14 5-9-6 53-7-0 5-9-2 2-3-1412-5-119-7-012-8-01-1-01-0-012-5-118.00 12 Plate Offsets (X,Y)-- [11:0-1-12,0-1-3], [11:Edge,0-3-8], [15:Edge,0-2-8], [16:0-2-8,0-2-8], [17:0-2-8,0-1-8], [22:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.80 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.65 0.18 (loc) 12-13 12-13 12 l/defl >999 >983 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 322 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-15: 2x3 SPF No.2, 12-14: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-20,4-20,4-19,5-19,6-19,7-17: 2x4 SPF No.2 1-23,11-12,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-12 max.): 4-5, 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-20, 6-19, 6-17, 7-16, 7-14, 8-13, 10-12 REACTIONS. (size)23=Mechanical, 12=0-3-8 Max Horz 23=199(LC 9) Max Uplift 12=-33(LC 11) Max Grav 23=2132(LC 1), 12=2132(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2545/41, 2-4=-2461/123, 4-5=-2298/140, 5-6=-2835/136, 6-7=-3069/94, 7-8=-2666/127, 8-9=-2340/116, 9-10=-2902/99, 10-11=-717/5, 1-23=-2060/27, 11-12=-534/26 BOT CHORD 20-22=0/2025, 19-20=0/1935, 17-19=0/3066, 16-17=0/2931, 8-14=-22/934, 13-14=0/2662, 12-13=-35/2355 WEBS 2-22=-355/90, 4-20=-22/358, 4-19=-74/827, 5-19=0/1173, 6-19=-1833/134, 7-17=-25/338, 7-16=-357/77, 14-16=0/2782, 7-14=-424/34, 8-13=-1191/111, 9-13=0/1267, 1-22=0/2009, 10-12=-2375/107 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 12-6-3, Exterior(2R) 12-6-3 to 18-6-3, Interior(1) 18-6-3 to 19-6-8, Exterior(2R) 19-6-8 to 25-6-8, Interior(1) 25-6-8 to 39-0-8, Exterior(2R) 39-0-8 to 45-0-8, Interior(1) 45-0-8 to 50-5-4, Exterior(2E) 50-5-4 to 53-5-4 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.).July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss T24 Truss Type PIGGYBACK BASE Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988176 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-CJ12irk7ZKVlfUIErHoon0d8zAeBqoTxl8CP7HyzSO1 Scale = 1:110.6 1 2 3 4 5 6 7 8 9 10 11 12 25 24 23 22 21 20 19 18 17 16 15 14 13 26 27 28 29 30 4x6 6x6 5x6 6x6 4x6 3x8 MT18HS 3x6 3x6 4x8 5x12 4x6 4x8 5x12 3x6 4x8 4x8 3x6 4x6 4x10 8x8 3x8 MT18HS 2x4 10x16 MT18HS 6x8 0-2-50-2-513-8-013-4-140-6-107-9-1 7-9-1 15-9-3 8-0-2 16-7-8 0-10-5 23-4-8 6-9-0 30-5-8 7-1-0 37-6-8 7-1-0 38-6-8 1-0-0 39-11-0 1-4-8 42-4-14 2-5-14 53-7-0 11-2-2 7-9-1 7-9-1 15-9-3 8-0-2 16-7-8 0-10-5 21-5-3 4-9-11 22-3-8 0-10-5 23-4-8 1-1-0 30-5-8 7-1-0 37-6-8 7-1-0 38-6-8 1-0-0 39-11-0 1-4-8 41-4-14 1-5-14 42-4-14 1-0-0 47-9-9 5-4-11 53-7-0 5-9-7 2-3-1411-11-012-10-01-1-01-0-012-10-08.00 12 Plate Offsets (X,Y)-- [5:0-3-12,0-3-4], [6:0-2-12,0-3-8], [12:Edge,0-3-8], [12:0-1-12,0-1-3], [14:0-2-8,0-1-8], [15:0-4-0,0-1-8], [16:0-5-12,0-2-0], [17:Edge,0-2-8], [19:0-3-8,0-2-0] , [24:0-2-8,0-2-0] 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-SH 0.87 0.74 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.63 0.16 (loc) 13-14 13-14 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 342 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-17: 2x3 SPF No.2, 13-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-24,9-14,11-14,1-24,9-16,16-19: 2x3 SPF No.2 1-25,12-13,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-14 max.): 6-8, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-17. WEBS 1 Row at midpt 2-22, 7-21, 7-19, 7-16, 9-16, 11-13 2 Rows at 1/3 pts 6-22 REACTIONS. (size)25=Mechanical, 13=0-3-8 Max Horz 25=204(LC 9) Max Grav 25=2132(LC 1), 13=2132(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2550/31, 2-4=-2446/114, 5-6=-1841/136, 6-7=-2406/117, 7-8=-2135/115, 8-9=-2638/111, 9-11=-2893/47, 11-12=-724/0, 1-25=-2062/18, 4-5=-1929/133, 12-13=-537/17 BOT CHORD 22-24=-27/2031, 21-22=0/2405, 19-21=0/2455, 18-19=0/299, 15-16=0/2112, 14-15=0/2334, 13-14=0/2357 WEBS 2-24=-348/94, 2-22=-258/167, 5-22=-24/742, 6-21=-3/324, 7-16=-656/108, 9-14=0/369, 1-24=0/2019, 16-18=0/263, 8-16=0/1076, 9-16=-450/93, 16-19=0/2189, 6-22=-1516/23, 4-22=0/884, 11-13=-2369/45 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-9-3, Exterior(2R) 12-9-3 to 18-9-3, Interior(1) 18-9-3 to 19-3-8, Exterior(2R) 19-3-8 to 22-3-8, Exterior(2E) 22-3-8 to 23-4-8, Interior(1) 23-4-8 to 35-6-8, Exterior(2R) 35-6-8 to 41-6-8, Interior(1) 41-6-8 to 50-5-4, Exterior(2E) 50-5-4 to 53-5-4 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss T25 Truss Type PIGGYBACK BASE Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988177 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-8i8p7XmN5xlTuoSdyirGsRjVB_H0Ik?ECShWC9yzSO? Scale = 1:103.5 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 25 26 27 284x6 6x8 4x6 5x6 4x6 3x8 MT18HS 3x6 3x4 3x4 5x12 10x16 MT18HS 4x6 4x8 3x8 4x6 3x6 4x8 4x6 8x8 3x6 4x8 2x4 5x8 1-6-17-9-1 7-9-1 14-6-3 6-9-3 22-2-15 7-8-12 26-1-5 3-10-6 29-11-12 3-10-6 37-8-8 7-8-12 38-8-8 1-0-0 39-11-0 1-2-8 45-10-14 5-11-14 46-10-7 0-11-10 53-7-0 6-8-9 7-9-1 7-9-1 14-6-3 6-9-3 22-2-15 7-8-12 29-11-12 7-8-12 37-8-8 7-8-12 38-8-8 1-0-0 39-11-0 1-2-8 45-10-14 5-11-14 46-10-7 0-11-10 53-7-0 6-8-9 2-3-1412-0-01-1-01-0-012-0-08.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-2-13], [8:0-4-0,0-3-0], [12:0-1-12,0-0-0], [12:Edge,0-7-4], [13:0-2-8,0-2-0], [14:0-5-8,0-2-0], [17:0-3-8,0-2-8], [22:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.90 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.57 0.16 (loc) 16-17 16-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 313 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-22,2-20,10-14,1-22,11-13,10-13,14-17: 2x3 SPF No.2 1-23,11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-12 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-20, 5-20, 7-19, 7-14, 10-14, 7-17 REACTIONS. (size)23=Mechanical, 12=0-3-8 Max Horz 23=189(LC 9) Max Grav 23=2138(LC 1), 12=2149(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2548/17, 2-4=-2478/91, 4-5=-1968/108, 5-7=-2421/98, 7-8=-2185/95, 8-10=-2775/63, 10-11=-3087/0, 1-23=-2064/9, 11-12=-2091/0 BOT CHORD 20-22=-45/2024, 19-20=-9/2421, 17-19=0/2465, 13-14=0/2486, 12-13=-2/308 WEBS 2-22=-363/79, 4-20=0/901, 5-20=-921/116, 5-19=0/356, 7-14=-593/133, 10-14=-420/148, 1-22=0/2003, 11-13=0/2194, 8-14=0/967, 14-17=0/2412 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-6-3, Exterior(2R) 11-6-3 to 17-6-3, Interior(1) 17-6-3 to 35-8-8, Exterior(2R) 35-8-8 to 41-8-8, Interior(1) 41-8-8 to 50-5-4, Exterior(2E) 50-5-4 to 53-5-4 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss T26 Truss Type PIGGYBACK BASE Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988178 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-cuiBLtm0sFtKWx1pWQMVPeFiUOc61BBNR6R3kcyzSO_ Scale = 1:103.6 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 27 288x10 6x6 4x6 8x8 4x6 3x8 MT18HS 3x6 3x4 3x4 10x16 MT18HS 3x8 3x8 4x6 3x6 4x6 5x12 6x16 4x6 8x8 3x8 MT18HS 4x8 0-2-47-9-0 7-9-0 14-6-3 6-9-3 26-1-5 11-7-2 37-8-8 11-7-2 38-8-8 1-0-0 40-7-0 1-10-8 46-10-7 6-3-7 47-10-8 1-0-1 53-7-0 5-8-8 7-9-0 7-9-0 14-6-3 6-9-3 22-2-15 7-8-12 29-11-12 7-8-12 37-8-8 7-8-12 38-8-8 1-0-0 40-7-0 1-10-8 46-10-7 6-3-7 47-10-8 1-0-1 53-7-0 5-8-8 54-6-0 0-11-0 2-3-1412-0-01-1-01-0-012-0-08.00 12 Plate Offsets (X,Y)-- [3:0-0-0,0-2-12], [3:0-3-0,0-4-8], [8:0-4-0,0-2-13], [14:0-1-12,0-0-0], [14:Edge,0-7-4], [15:0-2-8,0-2-0], [23:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.91 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.74 0.15 (loc) 19-21 19-21 14 l/defl >999 >869 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 317 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-20: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-23,2-21,16-18,11-16,1-23,12-15,11-15: 2x3 SPF No.2 1-24: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-9 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18,16-17. 1 Row at midpt 9-16 WEBS 1 Row at midpt 2-21, 5-21, 7-19, 7-18, 11-16 REACTIONS. (size)24=0-5-8, 14=0-3-8 Max Horz 24=-226(LC 8) Max Grav 24=2131(LC 1), 14=2196(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2536/30, 2-4=-2474/97, 4-5=-1965/113, 5-7=-2451/92, 7-8=-2047/107, 8-9=-2674/133, 9-11=-2797/69, 11-12=-3037/1, 1-24=-2055/15, 12-14=-2129/30 BOT CHORD 23-24=-181/262, 21-23=-49/2014, 19-21=-23/2389, 18-19=0/2432, 15-16=0/2429, 14-15=-11/433 WEBS 2-23=-375/67, 4-21=0/903, 5-21=-879/143, 5-19=0/307, 7-18=-795/148, 16-18=0/2127, 8-16=-90/1116, 11-16=-312/123, 1-23=0/1991, 12-15=0/2010 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 11-6-3, Exterior(2R) 11-6-3 to 17-6-3, Interior(1) 17-6-3 to 35-8-8, Exterior(2R) 35-8-8 to 41-8-8, Interior(1) 41-8-8 to 51-6-0, Exterior(2E) 51-6-0 to 54-6-0 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) 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.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss TG01 Truss Type HALF HIP GIRDER Qty 1 Ply 2 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988179 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-1TOKzupu8AFvNPlOBYvC1HtJ1beqEW6p74fjKwyzSNx Scale: 1/8"=1' 1 2 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 44 45 46 47 48 49 8x10 4x6 3x4 8x8 10x10 3x4 5x6 4x8 2x4 5x10 MT18HS 5x12 5x12 6x16 4x6 4x6 4x6 4x6 6x6 6x6 4x6 5x10 MT18HS 5x12 0-1-02-3-8 2-3-8 7-6-6 5-2-14 14-4-0 6-9-10 24-1-14 9-9-14 33-11-12 9-9-14 43-9-10 9-9-14 53-11-0 10-1-6 -0-11-0 0-11-0 2-3-8 2-3-8 7-6-6 5-2-14 14-4-0 6-9-10 22-2-5 7-10-5 30-0-10 7-10-5 37-10-14 7-10-5 45-9-3 7-10-5 53-11-0 8-1-13 1-1-06-0-46-1-46-0-40-8-08.00 12 Plate Offsets (X,Y)-- [4:0-5-0,0-3-3], [5:0-3-8,0-2-0], [18:0-2-10,0-2-0], [20:0-11-4,0-4-0], [24:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.32 0.91 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.57 -0.70 0.20 (loc) 18-19 18-19 13 l/defl >999 >916 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 656 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 23-24,20-22: 2x6 SPF No.2, 3-23: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 12-13: 2x6 SPF No.2, 5-19,5-21,6-20,11-13,2-22: 2x4 SPF No.2 18-20: 2x4 SPF 2100F 1.8E, 2-24: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-14 max.): 4-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 22-23 7-10-2 oc bracing: 20-21. WEBS 1 Row at midpt 5-21, 11-13 REACTIONS. (size)13=0-3-8, 24=0-3-8 Max Horz 24=160(LC 5) Max Uplift 13=-1908(LC 5), 24=-1533(LC 5) Max Grav 13=3751(LC 1), 24=3669(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5531/2459, 3-4=-5806/2756, 4-5=-4727/2282, 5-6=-7963/3916, 6-8=-8901/4440, 8-9=-8351/4161, 9-11=-5481/2781, 2-24=-3610/1556 BOT CHORD 23-24=-279/440, 21-22=-2177/4603, 20-21=-4018/8038, 18-19=-230/461, 16-18=-4391/8775, 14-16=-3711/7398, 13-14=-2303/4549 WEBS 19-20=-225/363, 5-20=-1058/1882, 3-21=-416/380, 4-21=-1426/2767, 5-21=-4059/2070, 18-20=-4226/8431, 6-20=-1115/613, 6-18=-310/398, 8-18=-192/305, 8-16=-734/288, 9-16=-891/1663, 9-14=-2636/1238, 11-14=-1522/2816, 11-13=-5462/2724, 2-22=-1841/4030 NOTES-(12-13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=1908, 24=1533. 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 July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss TG01 Truss Type HALF HIP GIRDER Qty 1 Ply 2 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988179 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:38 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-1TOKzupu8AFvNPlOBYvC1HtJ1beqEW6p74fjKwyzSNx NOTES-(12-13) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 138 lb down and 78 lb up at 3-4-4, 114 lb down and 85 lb up at 5-4-4, 159 lb down and 125 lb up at 7-4-4, 138 lb down and 142 lb up at 9-4-4, 138 lb down and 142 lb up at 11-4-4, 138 lb down and 142 lb up at 13-4-4, 139 lb down and 142 lb up at 15-4-4, 139 lb down and 142 lb up at 17-4-4, 139 lb down and 142 lb up at 19-4-4, 139 lb down and 142 lb up at 21-4-4, 139 lb down and 142 lb up at 23-4-4, 139 lb down and 142 lb up at 25-4-4, 144 lb down and 138 lb up at 27-4-4, 144 lb down and 138 lb up at 29-4-4, 144 lb down and 138 lb up at 31-4-4, 144 lb down and 138 lb up at 33-4-4, 144 lb down and 138 lb up at 35-4-4, 139 lb down and 142 lb up at 37-4-4, 139 lb down and 142 lb up at 39-4-4, 139 lb down and 142 lb up at 41-4-4, 139 lb down and 142 lb up at 43-4-4, 139 lb down and 142 lb up at 45-4-4, 139 lb down and 142 lb up at 47-4-4, 139 lb down and 142 lb up at 49-4-4, and 139 lb down and 142 lb up at 51-4-4, and 146 lb down and 135 lb up at 53-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-12=-60, 23-24=-20, 20-22=-20, 13-19=-20 Concentrated Loads (lb) Vert: 21=-114 25=-138 26=-114 27=-114 28=-114 29=-114 30=-116 31=-116 32=-116 33=-116 34=-116 35=-116 36=-123 37=-123 38=-123 39=-123 40=-123 41=-116 42=-116 43=-116 44=-116 45=-116 46=-116 47=-116 48=-116 49=-123 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss TG02 Truss Type GABLE Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988180 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-zsV4Oaq8gnVccjvnJzyg6iydFPLRiQk6aN8qOpyzSNv Scale = 1:69.5 Sheet Front Left Option 9-3-11 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 24 23 22 21 20 19 30 26 27 28 35 37 36 40 38 29 25 31 32 33 34 42 39 41 43 44 45 46 47 48 6x6 6x8 5x10 MT18HS3x8 4x6 3x6 4x6 3x6 4x6 4x6 3x4 2x4 3x8 4x8 3x8 2x4 2x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x8 0-1-133-5-09-3-11 8-2-6 8-2-6 9-3-11 1-1-5 15-0-10 5-8-15 23-3-0 8-2-6 -0-11-0 0-11-0 3-0-5 3-0-5 8-2-6 5-2-0 15-0-10 6-10-5 16-11-8 1-10-13 20-2-11 3-3-3 23-3-0 3-0-5 24-2-0 0-11-0 1-7-010-11-1511-1-121-7-010-11-1514.00 12 Plate Offsets (X,Y)-- [7:0-1-4,0-1-7], [8:0-3-4,0-2-0], [13:0-6-0,0-3-0], [27:0-2-8,0-1-8], [27:0-1-12,0-1-12], [33:0-1-4,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.84 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.16 0.02 (loc) 20-22 20-22 19 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 357 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 8-23,13-23,13-20,22-29: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-5 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-12 max.): 8-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-24 JOINTS 1 Brace at Jt(s): 26, 27, 28, 29, 36, 38, 39 REACTIONS. (size)24=0-3-8, 19=0-3-8 Max Horz 24=-232(LC 27) Max Uplift 24=-7(LC 9) Max Grav 24=1438(LC 1), 19=1311(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/70, 3-4=-1205/23, 4-5=-1287/25, 5-6=-1282/69, 6-7=-1238/102, 7-8=-1038/60, 8-9=-819/106, 9-10=-819/106, 10-11=-819/106, 11-12=-819/106, 12-13=-817/107, 13-14=-1018/73, 14-15=-1108/69, 15-16=-1235/51, 2-24=-346/73 BOT CHORD 23-24=-133/804, 22-23=-4/880, 20-22=0/737, 19-20=0/695 WEBS 3-30=0/303, 23-27=-23/741, 8-27=-37/634, 23-28=-268/135, 36-37=-106/250, 20-29=-10/397, 13-29=-12/415, 24-25=-1229/7, 3-25=-1126/2, 16-19=-1220/0, 22-42=-134/287 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 and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24. 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) 138 lb down and 142 lb up at 1-6-14 on top chord, and 49 lb down at 1-6-14, 27 lb down at 3-8-8, 27 lb down at 5-8-8, 27 lb down at 7-8-8, and 27 lb down at 9-8-0, and 676 lb down and 32 lb up at 10-7-4 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). Continued on page 2 July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss TG02 Truss Type GABLE Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988180 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:41 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-R23SbwrnR5dTEsUzsgTvevVo?pggRs_Gp1uNxFyzSNu 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, 2-8=-60, 8-13=-60, 13-17=-60, 17-18=-60, 19-24=-20 Concentrated Loads (lb) Vert: 22=-16(F) 43=-28(F) 44=-18(F) 45=-16(F) 46=-16(F) 47=-16(F) 48=-676(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss TG03 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988181 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-vFdqpGsPCPmKs039QO_8B72s4C23AJiP2hdxTiyzSNt Scale = 1:97.1 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 6x6 6x8 6x6 4x6 7x16 MT18HS 4x6 5x6 6x10 4x6 4x8 4x6 4x6 4x6 2x4 6x10 4x6 8x8 5x6 6x8 4x6 4x6 0-2-54-6-8 4-6-8 6-8-3 2-1-11 18-6-3 11-10-0 30-1-5 11-7-2 41-8-8 11-7-2 47-8-0 5-11-8 48-2-8 0-6-8 53-11-0 5-8-8 -0-11-0 0-11-0 4-6-8 4-6-8 6-8-3 2-1-11 12-7-3 5-11-0 18-6-3 5-11-0 26-2-15 7-8-12 33-11-12 7-8-12 41-8-8 7-8-12 47-8-0 5-11-8 48-2-8 0-6-8 53-11-0 5-8-8 1-1-03-11-012-0-08-2-512-0-08.00 12 Plate Offsets (X,Y)-- [4:0-3-7,Edge], [11:0-6-0,0-3-0], [13:Edge,0-2-0], [23:0-1-12,0-0-0], [23:Edge,0-5-4] 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-SH 0.89 0.77 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.44 0.11 (loc) 19-21 19-21 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 367 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-4: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-22,4-21,12-13,2-23: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-10 max.): 3-4, 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 7-19, 7-17, 9-15, 10-15, 11-14 2 Rows at 1/3 pts 12-13 REACTIONS. (size)23=0-3-8, 13=0-3-8 Max Horz 23=287(LC 5) Max Grav 23=2210(LC 1), 13=2144(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2966/0, 3-4=-3508/0, 4-5=-4159/0, 5-6=-2844/20, 6-7=-2288/31, 7-9=-2461/35, 9-10=-1786/50, 10-11=-1787/50, 12-13=-2093/0, 2-23=-2132/11, 11-12=-1219/69 BOT CHORD 22-23=-251/454, 21-22=-184/2417, 19-21=-151/2718, 17-19=-159/2510, 15-17=-149/2335, 14-15=-64/944 WEBS 3-22=-337/0, 3-21=0/2024, 4-21=-2441/38, 5-21=-30/1136, 5-19=-711/176, 6-19=0/1146, 7-19=-556/202, 9-17=0/452, 9-15=-1011/77, 10-15=-446/126, 11-15=-87/1708, 12-14=-37/1613, 2-22=0/2068, 11-14=-1187/104 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 4% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 101 lb down and 69 lb up at 4-6-8 on top chord, and 24 lb down at 4-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss TG03 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988181 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:42 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-vFdqpGsPCPmKs039QO_8B72s4C23AJiP2hdxTiyzSNt LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-6=-60, 6-11=-60, 13-23=-20, 11-12=-60 Concentrated Loads (lb) Vert: 22=-1(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss TG04 Truss Type HALF HIP GIRDER Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988182 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-NRBC0ct1ziuBTAeM_5VNkKaCYcXqv_9YHLNU?8yzSNs Scale = 1:19.4 1 2 3 4 5 9 8 7 6 10 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 0-1-42-3-8 2-3-8 3-10-8 1-7-0 -0-11-0 0-11-0 1-5-7 1-5-7 2-3-8 0-10-1 3-10-8 1-7-0 1-7-03-2-13-3-52-0-91-1-82-6-10-8-03-2-114.00 12 Plate Offsets (X,Y)-- [3:0-2-11,Edge], [6:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 7 7 6 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 2x6 SPF No.2 *Except* 4-8: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 6=0-1-8 Max Horz 9=82(LC 5) Max Uplift 9=-27(LC 8), 6=-58(LC 5) Max Grav 9=232(LC 36), 6=158(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb down and 40 lb up at 1-5-7, and 67 lb down and 56 lb up at 1-11-4 on top chord, and 20 lb down and 1 lb up at 1-5-7, and 25 lb down at 2-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 8-9=-20, 6-7=-20 Continued on page 2 July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss TG04 Truss Type HALF HIP GIRDER Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988182 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:43 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-NRBC0ct1ziuBTAeM_5VNkKaCYcXqv_9YHLNU?8yzSNs LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-13(B) 4=-22(B) 10=1(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss TG05 Truss Type HIP GIRDER Qty 1 Ply 3 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988183 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-o0tLedvvGdGmKeMxfE34LzCaxqT569o?zJb8cTyzSNp Scale = 1:28.3 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 18 19 20 8x8 4x6 4x6 4x6 4x6 10x10 3x12 6x16 8x8 10x10 0-1-41-7-11 1-7-11 7-5-8 5-9-13 13-3-5 5-9-13 14-11-0 1-7-11 1-7-11 1-7-11 7-5-8 5-9-13 13-3-5 5-9-13 14-11-0 1-7-11 15-10-0 0-11-0 1-7-03-4-123-6-01-7-03-4-1214.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [2:0-3-8,0-1-12], [4:0-3-8,0-1-12], [5:Edge,0-1-5], [7:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.57 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.18 0.03 (loc) 8-9 8-9 7 l/defl >999 >995 n/a L/d 240 180 n/a PLATES MT20 Weight: 249 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-10,3-8,1-11,5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 7-8. REACTIONS. (size)11=0-3-8, 7=0-3-8 Max Horz 11=-81(LC 4) Max Uplift 7=-323(LC 4) Max Grav 11=8072(LC 21), 7=6461(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6973/0, 2-3=-4824/0, 3-4=-4282/464, 4-5=-6184/659, 1-11=-8857/0, 5-7=-7971/822 BOT CHORD 9-10=0/10837, 8-9=0/10837 WEBS 2-10=0/4974, 3-10=-6815/77, 3-9=0/6238, 3-8=-7429/0, 4-8=-373/4373, 1-10=0/5806, 5-8=-577/5237 NOTES-(11-12) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=323. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss TG05 Truss Type HIP GIRDER Qty 1 Ply 3 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988183 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:46 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-o0tLedvvGdGmKeMxfE34LzCaxqT569o?zJb8cTyzSNp NOTES-(11-12) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 74 lb down and 72 lb up at 1-7-11, 75 lb down and 62 lb up at 3-5-8, 75 lb down and 62 lb up at 5-5-8, 75 lb down and 62 lb up at 7-5-8, 75 lb down and 62 lb up at 9-5-8, and 75 lb down and 62 lb up at 11-5-8, and 75 lb down and 73 lb up at 13-3-5 on top chord, and 2118 lb down at 1-4-4, 32 lb down at 1-7-11, 2112 lb down at 3-4-4, 28 lb down at 3-5-8, 2112 lb down at 5-4-4, 28 lb down at 5-5-8, 2112 lb down at 7-4-4, 28 lb down at 7-5-8, 2117 lb down and 47 lb up at 9-4-4, 28 lb down at 9-5-8, 2462 lb down and 1188 lb up at 11-5-0, and 28 lb down at 11-5-8, and 34 lb down at 13-3-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 5-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 2=-1(B) 4=-1(B) 9=-2129(F=-2112, B=-17) 3=-32(B) 8=-11(B) 12=-32(B) 13=-32(B) 14=-32(B) 15=-32(B) 16=-2126(F=-2118, B=-8) 17=-2129(F=-2112, B=-17) 18=-2129(F=-2112, B=-17) 19=-2135(F=-2117, B=-17) 20=-2479(F=-2462, B=-17) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss TG06 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988184 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-kO_53JxAoFWUaxWJnf5YROIzsd5Ma5IIQd4FhLyzSNn Scale = 1:72.5 1 2 8 9 10 3 4 5 6 7 19 18 17 16 15 14 13 12 1120212223242526272829303132333435 5x6 5x8 3x4 8x8 3x12 4x8 5x8 3x8 4x6 3x6 4x6 3x6 4x8 2x4 5x6 5x6 3x6 4x8 3x6 0-2-50-1-02-7-14 2-7-14 12-10-5 10-2-7 23-0-11 10-2-7 33-3-2 10-2-7 37-7-2 4-4-0 39-11-0 2-3-14 2-7-14 2-7-14 10-3-11 7-7-13 17-11-8 7-7-13 25-7-5 7-7-13 33-3-2 7-7-13 37-7-2 4-4-0 39-11-0 2-3-14 3-9-02-5-45-6-42-5-45-5-48.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-3], [9:0-2-12,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.71 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.27 -0.33 0.08 (loc) 15-17 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 386 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-18,7-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-13 max.): 9-10, 2-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-18 REACTIONS. (size)11=0-3-8, 19=Mechanical Max Horz 19=-122(LC 6) Max Uplift 11=-984(LC 4), 19=-1168(LC 5) Max Grav 11=2399(LC 1), 19=2482(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1490/778, 8-9=-3438/1629, 1-19=-2623/1307, 2-3=-1220/651, 3-5=-4391/2239, 5-7=-4888/2471, 7-8=-2860/1390 BOT CHORD 17-18=-1926/3798, 15-17=-2425/4863, 13-15=-2225/4554, 12-13=-949/2303, 11-12=-958/2309 WEBS 2-18=-358/568, 3-18=-3081/1529, 3-17=-783/1377, 5-17=-670/254, 7-15=-530/835, 7-13=-2086/1071, 8-13=-831/1545, 9-13=-423/636, 9-11=-3144/1327, 1-18=-1107/2167 NOTES-(12-13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=984, 19=1168. 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 July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss TG06 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988184 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:48 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-kO_53JxAoFWUaxWJnf5YROIzsd5Ma5IIQd4FhLyzSNn NOTES-(12-13) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 105 lb down and 110 lb up at 1-11-4, 119 lb down and 131 lb up at 3-11-4, 119 lb down and 131 lb up at 5-11-4, 119 lb down and 131 lb up at 7-11-4, 119 lb down and 131 lb up at 9-11-4, 119 lb down and 131 lb up at 11-11-4, 119 lb down and 131 lb up at 13-11-4, 119 lb down and 131 lb up at 15-11-4, 119 lb down and 131 lb up at 17-11-4, 119 lb down and 131 lb up at 19-11-4, 119 lb down and 131 lb up at 21-11-4, 119 lb down and 131 lb up at 23-11-4, 119 lb down and 131 lb up at 25-11-4, 119 lb down and 131 lb up at 27-11-4, 119 lb down and 131 lb up at 29-11-4, 119 lb down and 131 lb up at 31-11-4, and 106 lb down and 112 lb up at 33-11-4, and 113 lb down and 79 lb up at 35-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 8-9=-60, 9-10=-60, 11-19=-20, 2-8=-60 Concentrated Loads (lb) Vert: 16=-95 14=-95 20=-92 21=-95 22=-95 23=-95 24=-95 25=-95 26=-95 27=-95 28=-95 29=-95 30=-95 31=-95 32=-95 33=-95 34=-92 35=-101 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss TG07 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988185 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-gn6sU?yQKsmCpFgiu370WpND6Rlc2x?auxZMlEyzSNl Scale = 1:103.6 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 8x8 5x8 4x6 10x10 8x8 3x4 4x6 4x8 5x12 6x10 4x8 5x12 4x6 4x6 4x6 6x10 5x16 MT18HS 7x16 MT18HS 6x10 8x8 5x6 0-2-50-2-58-6-3 8-6-3 19-0-5 10-6-2 29-6-8 10-6-2 33-10-8 4-4-0 39-11-0 6-0-8 49-0-8 9-1-8 53-7-0 4-6-8 8-6-3 8-6-3 15-6-5 7-0-2 22-6-6 7-0-2 29-6-8 7-0-2 33-10-8 4-4-0 39-11-0 6-0-8 49-0-8 9-1-8 53-7-0 4-6-8 54-6-0 0-11-0 2-3-147-9-114-11-08-0-01-1-01-0-07-9-118.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-3-15], [7:0-3-7,Edge], [9:0-4-0,0-3-15], [11:0-0-0,0-2-14], [13:0-3-8,0-3-0], [14:0-9-0,0-5-12], [15:Edge,0-3-8], [16:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.85 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.44 -0.89 0.19 (loc) 16 15-16 11 l/defl >999 >722 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 343 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 7-9: 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E *Except* 8-15: 2x4 SPF No.2, 18-20: 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-21,3-21,5-17,6-17,1-21: 2x4 SPF No.2 14-16,8-13: 2x4 SPF 2100F 1.8E SLIDER Right 2x4 SPF-S Stud 2-8-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-15 max.): 2-6, 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-21, 5-17, 7-17 2 Rows at 1/3 pts 8-13 REACTIONS. (size)22=Mechanical, 11=0-3-8 Max Horz 22=-114(LC 4) Max Uplift 22=-27(LC 5), 11=-417(LC 9) Max Grav 22=2137(LC 1), 11=2194(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2615/110, 2-3=-2057/114, 3-5=-3554/210, 5-6=-3850/266, 6-7=-4711/333, 7-8=-6780/996, 8-9=-2520/575, 9-11=-3278/676, 1-22=-2063/64 BOT CHORD 19-21=-230/3204, 17-19=-282/3801, 16-17=-517/5821, 15-16=-43/434, 8-14=0/971, 13-14=-1029/6843, 11-13=-520/2581 WEBS 2-21=-19/993, 3-21=-1706/208, 3-19=-25/837, 5-19=-598/170, 6-17=-157/2261, 7-17=-2843/442, 7-16=-1156/150, 14-16=-490/5539, 7-14=-551/1130, 8-13=-4605/548, 9-13=-154/1529, 1-21=-35/2011 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 right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22 except (jt=lb) 11=417. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss TG07 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988185 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:50 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-gn6sU?yQKsmCpFgiu370WpND6Rlc2x?auxZMlEyzSNl NOTES-(12-13) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 lb down and 74 lb up at 39-11-12, 68 lb down and 71 lb up at 41-11-12, 68 lb down and 71 lb up at 43-11-12, 68 lb down and 71 lb up at 45-11-12, and 68 lb down and 71 lb up at 47-11-12, and 115 lb down and 87 lb up at 49-0-8 on top chord, and 24 lb down and 24 lb up at 39-9-4, 25 lb down and 31 lb up at 41-11-12, 25 lb down and 31 lb up at 43-11-12, 25 lb down and 31 lb up at 45-11-12, and 25 lb down and 31 lb up at 47-11-12, and 39 lb down and 38 lb up at 49-0-8 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, 2-6=-60, 6-7=-60, 7-9=-60, 9-12=-60, 15-22=-20, 11-14=-20 Concentrated Loads (lb) Vert: 15=-2(B) 13=0(B) 27=0(B) 28=0(B) 29=0(B) 30=0(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss TG08 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988186 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-8zgEhLz24Au3RPFuSneF20wUTr8HnOtk6bJvHgyzSNk Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 4x6 4x6 8x8 4x6 10x10 4x6 3x4 3x6 4x6 3x4 3x4 8x8 4x6 8x8 4x6 6x10 8x8 4x6 5x12 4x8 4x8 10x10 7-4-5 7-4-5 14-6-3 7-1-14 21-10-0 7-3-13 29-9-4 7-11-4 37-8-8 7-11-4 38-8-8 1-0-0 42-5-8 3-9-0 50-1-14 7-8-6 51-1-14 1-0-0 53-7-0 2-5-2 -0-11-0 0-11-0 7-4-5 7-4-5 14-6-3 7-1-14 21-10-0 7-3-13 29-9-4 7-11-4 37-8-8 7-11-4 38-8-8 1-0-0 42-5-8 3-9-0 48-1-9 5-8-2 50-1-14 2-0-4 51-1-14 1-0-0 53-7-0 2-5-2 54-6-0 0-11-0 1-1-010-9-212-0-01-1-00-2-1412-0-08.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-2-13], [9:0-5-12,0-4-0], [13:0-2-12,0-1-13], [13:Edge,0-4-0], [16:0-2-8,0-4-0], [18:0-3-8,0-2-0], [22:0-4-4,0-2-12], [25:0-3-8,0-4-0], [26:0-4-12 ,0-7-0], [26:0-2-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.69 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.33 0.13 (loc) 6 15-16 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 371 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 6-21,10-17: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-25,12-16,2-25,12-15: 2x4 SPF-S Stud, 2-26,13-15: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-2 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. 1 Row at midpt 6-22, 10-16 WEBS 1 Row at midpt 3-23, 8-20, 9-18, 12-15 REACTIONS. (size)26=0-5-8, 15=0-3-8 Max Horz 26=206(LC 7) Max Grav 26=2194(LC 1), 15=2194(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3041/0, 3-5=-2757/0, 5-6=-2666/0, 6-8=-2661/0, 8-9=-2455/0, 9-10=-2815/38, 10-12=-2869/0, 12-13=-1132/0, 2-26=-2094/0, 13-15=-852/26 BOT CHORD 25-26=-143/780, 23-25=-24/2418, 22-23=-13/2184, 6-22=-455/130, 18-20=0/1982, 10-16=-301/148, 15-16=0/2330 WEBS 3-23=-359/148, 5-23=0/470, 5-22=-125/926, 20-22=0/2321, 8-22=-63/402, 8-20=-862/197, 9-20=-116/876, 16-18=0/1979, 9-16=-84/961, 2-25=0/1671, 9-18=-357/48, 12-15=-1922/0 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss TG09 Truss Type HALF HIP GIRDER Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988187 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-cAEcvh_grT0v3Zq40U9UbESk6EdLW3wtLF2Tq6yzSNj Scale = 1:21.6 1 2 3 4 7 6 5 5x6 3x4 3x4 2x4 3x4 3x4 0-1-41-9-11 1-9-11 3-4-8 1-6-13 -0-11-0 0-11-0 1-9-11 1-9-11 3-4-8 1-6-13 1-7-03-7-13-8-53-1-90-5-83-7-114.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-2-0], [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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.07 0.03 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: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-8 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=71(LC 8) Max Uplift 5=-59(LC 8) Max Grav 7=205(LC 1), 5=131(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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) 75 lb down and 72 lb up at 1-9-12 on top chord, and 33 lb down at 1-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=-3(B) 6=-11(B) July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss TG10 Truss Type HIP GIRDER Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988188 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-ZYMNKM?wN5GdIs_T7vCygfY262G5_wgAoZXZu?yzSNh Scale = 1:25.6 1 2 3 4 8 7 6 5 9 10 11 12 10x10 4x10 10x10 4x6 4x6 0-1-04-10-14 4-10-14 5-4-2 0-5-4 10-3-0 4-10-14 4-10-14 4-10-14 5-4-2 0-5-4 10-3-0 4-10-14 1-1-04-3-44-4-41-1-04-3-48.00 12 Plate Offsets (X,Y)-- [1:Edge,0-8-2], [2:0-5-0,0-1-12], [4:Edge,0-8-2], [5:0-1-12,0-0-0], [8:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.31 0.24 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.00 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=0-3-8 Max Horz 8=-77(LC 6) Max Uplift 8=-38(LC 8), 5=-22(LC 9) Max Grav 8=737(LC 35), 5=799(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-767/118, 2-3=-567/112, 3-4=-767/119, 1-8=-569/80, 4-5=-568/80 BOT CHORD 6-7=-82/589 WEBS 2-7=-8/281, 3-6=-8/280, 1-7=-114/444, 4-6=-118/444 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 115 lb down and 116 lb up at 4-10-14, and 115 lb down and 116 lb up at 5-4-2 on top chord, and 45 lb down and 42 lb up at 4-10-14, and 45 lb down and 42 lb up at 5-4-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 7=-5(F) 6=-129(F=-5) 9=-123 10=-123 11=-123 12=-128 July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss V01 Truss Type GABLE Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988189 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-ZYMNKM?wN5GdIs_T7vCygfY1e2ID_y6AoZXZu?yzSNh Scale = 1:40.4 1 2 3 4 5 8 7 63x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 11-1-8 11-1-8 5-6-12 5-6-12 11-1-8 5-6-12 0-0-46-5-140-0-414.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.34 0.10 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 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.All bearings 11-1-8. (lb) - Max Horz 1=-116(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-170(LC 10), 6=-170(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=334(LC 17), 6=333(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-309/228, 4-6=-309/228 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Exterior(2R) 3-3-5 to 7-10-3, Exterior(2E) 7-10-3 to 10-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=170, 6=170. 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.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss V02 Truss Type Valley Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988190 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-1lvlXi0Z8OOUw0YfhdjBDs48wSbVjPjK1DH7QRyzSNg Scale = 1:34.8 1 2 3 43x4 3x4 3x4 2x4 0-0-3 0-0-3 8-10-2 8-9-14 4-5-1 4-5-1 8-10-2 4-5-1 0-0-45-1-140-0-414.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [3:0-1-2,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 0.63 0.29 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-9-11, 3=8-9-11, 4=8-9-11 Max Horz 1=-92(LC 8) Max Uplift 1=-27(LC 11), 3=-19(LC 10) Max Grav 1=208(LC 1), 3=208(LC 1), 4=259(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-11 to 3-2-11, Exterior(2R) 3-2-11 to 5-7-6, Exterior(2E) 5-7-6 to 8-7-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss V03 Truss Type Valley Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988191 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-VxT7l21BviWLXA7sFKEQl4dOZsztStoTGt0gzuyzSNf Scale = 1:26.6 1 2 3 43x4 3x4 3x4 2x4 0-0-3 0-0-3 6-6-11 6-6-7 3-3-5 3-3-5 6-6-11 3-3-5 0-0-43-9-140-0-414.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [3:0-1-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.16 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-6-4, 3=6-6-4, 4=6-6-4 Max Horz 1=-67(LC 6) Max Uplift 1=-20(LC 11), 3=-14(LC 10) Max Grav 1=152(LC 1), 3=152(LC 1), 4=189(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss V04 Truss Type Valley Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988192 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-z71VyO2pg0eC9Ki2o2lfIHAcRFHlBKdcVXmEVKyzSNe Scale = 1:15.3 1 2 3 3x4 3x4 3x4 4-3-0 4-3-0 4-3-4 0-0-3 2-1-10 2-1-10 4-3-4 2-1-10 0-0-42-5-140-0-414.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [2:0-0-0,0-0-0], [3:0-1-2,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 0.11 0.31 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-2-13, 3=4-2-13 Max Horz 1=-42(LC 6) Max Grav 1=153(LC 1), 3=153(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss V05 Truss Type Valley Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988193 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-z71VyO2pg0eC9Ki2o2lfIHAdyFLsBKdcVXmEVKyzSNe Scale = 1:8.6 1 2 3 3x4 3x4 3x4 0-0-3 0-0-3 1-11-13 1-11-10 0-11-15 0-11-15 1-11-13 0-11-15 0-0-41-1-140-0-414.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [2:0-0-0,0-0-0], [3:0-1-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.02 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-11-6, 3=1-11-6 Max Horz 1=-17(LC 6) Max Grav 1=61(LC 1), 3=61(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss V09 Truss Type VALLEY Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988194 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-RKbt9k2RRJn3nUHEMlGurViiefevwn4mjBVn1myzSNd Scale = 1:17.9 1 2 3 4 7 6 5 3x4 5x6 3x4 3x4 2x4 2x4 2x4 0-1-130-0-3 0-0-3 1-1-6 1-1-3 5-0-2 3-10-12 9-5-12 4-5-10 1-1-6 1-1-6 5-0-2 3-10-12 9-5-12 4-5-10 0-0-41-1-131-3-101-1-1314.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [2:0-4-7,Edge], [4:Edge,0-2-8], [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.25 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-5-8. (lb) - Max Horz 1=25(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=380(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-288/77 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) 0-2-11 to 1-1-6, Exterior(2R) 1-1-6 to 5-4-5, Interior(1) 5-4-5 to 6-4-8, Exterior(2E) 6-4-8 to 9-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7, 6. 6) Non Standard bearing condition. Review required. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss V10 Truss Type VALLEY Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988195 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:33:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-vW9GN433CdvwOdsRwSn7NiFvs3?tfDQvyrFKZDyzSNc Scale: 3/4"=1' 1 2 3 4 5 9 8 7 6 3x4 5x6 4x6 3x4 3x4 2x4 2x4 2x4 2x4 0-1-130-0-3 0-0-3 1-1-6 1-1-3 4-4-12 3-3-6 7-10-11 3-5-14 8-4-0 0-5-5 1-1-6 1-1-6 4-4-12 3-3-6 7-10-11 3-5-14 8-4-0 0-5-5 0-0-41-1-131-3-100-9-61-1-1314.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [2:0-4-7,Edge], [4:0-4-7,Edge], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.14 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 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 8-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 6-7. REACTIONS.All bearings 8-3-13. (lb) - Max Horz 1=24(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 7 except 8=325(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-254/68 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) 0-2-11 to 1-1-6, Exterior(2R) 1-1-6 to 7-10-11, Exterior(2E) 7-10-11 to 8-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 9, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss V11 Truss Type VALLEY Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988196 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:34:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-NijeaQ4hzx1n0nRdUAJMwwnyNTJlOgz3BV_u6fyzSNb Scale = 1:12.9 1 2 3 4 6 5 3x4 5x6 5x6 3x4 2x4 2x4 0-1-130-0-3 0-0-3 1-1-6 1-1-3 5-7-4 4-5-14 6-8-10 1-1-6 1-1-6 1-1-6 5-7-4 4-5-14 6-8-10 1-1-6 0-0-41-1-131-3-100-0-41-1-1314.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [2:0-4-7,Edge], [3:0-4-7,Edge], [4:0-1-2,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 0.71 0.22 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-8-3. (lb) - Max Horz 1=19(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 4, 6, 5 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) 0-2-11 to 1-1-6, Exterior(2R) 1-1-6 to 5-7-4, Exterior(2E) 5-7-4 to 6-5-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 6) Non Standard bearing condition. Review required. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss V12 Truss Type VALLEY Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988197 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:34:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-rvH0om5JkE9eex0p1tqbS7KGrtic77OCP9kRe5yzSNa Scale = 1:9.2 1 2 3 4 6 5 3x4 5x6 5x6 3x4 2x4 2x4 0-1-130-0-3 0-0-3 1-1-6 1-1-3 3-3-13 2-2-7 4-5-3 1-1-6 1-1-6 1-1-6 3-3-13 2-2-7 4-5-3 1-1-6 0-0-41-1-131-3-100-0-41-1-1314.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [2:0-4-7,Edge], [3:0-4-7,Edge], [4:0-1-2,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 0.15 0.06 0.01 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: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-3 oc purlins, except 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-4-12. (lb) - Max Horz 1=19(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 4, 6, 5 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) 0-2-11 to 1-1-6, Exterior(2R) 1-1-6 to 3-3-13, Exterior(2E) 3-3-13 to 4-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 6) Non Standard bearing condition. Review required. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 31_HERITAGE_SPRING_M~L Truss V13 Truss Type VALLEY Qty 1 Ply 1 31 HERITAGE AT SPRING MILL Job Reference (optional) I41988198 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Jul 10 13:34:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-K5rO?55yVYHVF5b?bbLq?LtTdG2tsasLepT?AXyzSNZ Scale = 1:9.1 1 2 3 3x4 3x4 3x4 0-0-3 0-0-3 2-1-12 2-1-9 1-0-14 1-0-14 2-1-12 1-0-14 0-0-41-3-00-0-414.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [2:0-0-0,0-0-0], [3:0-1-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.02 0.05 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: 4 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 2-1-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-1-5, 3=2-1-5 Max Horz 1=-18(LC 6) Max Grav 1=68(LC 1), 3=68(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). July 10,2020 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