Loading...
HomeMy WebLinkAboutI44605360.42_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). February 1,2021 Liu, Xuegang Pages or sheets covered by this seal: I44605360 thru I44605454 My license renewal date for the state of Indiana is July 31, 2022. 42_Heritage_Spring_Mill 42 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 RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605360 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:39:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-37wWI8peS09ayxmfBcHq3g4ZV16o6e5NlrnfHvzpmN? Scale = 1:21.3 1 2 5 6 3 7 4 3x4 3x4 3-6-143-6-14 -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-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 5 and 63 lb uplift at joint 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=-4(B) February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss CG04 Truss Type Diagonal Hip Girder Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605361 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:39:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-YKUuWUpGDKHRa4LrkJp3btdk9QQMr5LW_VXCpMzpmN_ Scale = 1:24.7 1 2 5 6 7 3 8 9 4 3x4 3x4 4-9-74-9-7 -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-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 5, 93 lb uplift at joint 3 and 16 lb uplift at joint 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=1(B) 9=1(F) February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss CG05 Truss Type Diagonal Hip Girder Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605362 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:39:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-0W2Hjqqu_dPIBEw1I0KI85AvuqmbaYbgD9GlLozpmMz Scale = 1:24.7 1 2 5 6 7 3 8 9 4 3x4 3x4 4-9-74-9-7 -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-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 5, 93 lb uplift at joint 3 and 16 lb uplift at joint 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=1(F) 9=1(B) February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss GE01 Truss Type GABLE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605363 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:39:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-yvA18Vs8VFf0RY4QQRMmDWFITeTN2S7zgTlsPhzpmMx Scale = 1:41.4 Sheet FrontFull 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 3x4 3x4 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)-- [6:0-2-4,0-1-8], [10:0-2-4,0-1-8] 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-R 0.07 0.07 0.06 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: 208 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 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 (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=-138(LC 7), 25=-146(LC 7), 17=-136(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-(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 and C-C Corner(3E) -0-11-0 to 2-3-8, Corner(3R) 2-3-8 to 10-3-8, Corner(3E) 10-3-8 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 24, 18 except (jt=lb) 26=152, 16=138, 25=146, 17=136. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss GE02 Truss Type MONOPITCH SUPPORTED Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605364 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:39:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Q5jPMrsmGYnt2ifcz9t?mjoT62qNnvK6v7VPy7zpmMw 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 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- 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 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 1 2 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 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=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-(10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss GE02A Truss Type MONOPITCH SUPPORTED Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605365 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:39:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Q5jPMrsmGYnt2ifcz9t?mjoT62qNnvK6v7VPy7zpmMw 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 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- 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 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 1 2 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 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=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-(10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss GE03 Truss Type GABLE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605366 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:39:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-MTrAmXu1oA1aI?p?5awTr8tfFrPrFmhPMR_W0?zpmMu Scale = 1:31.1 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 14 13 12 11 10 9 8 7 6 3x4 3x4 3x6 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)-- [3:0-2-4,0-1-8] 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 0.74 0.47 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 13-14 13-14 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 193 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 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, 12, 9 except 13=-101(LC 7), 8=-531(LC 17), 7=-480(LC 7) Max Grav All reactions 250 lb or less at joint(s) 13, 12, 11, 10, 9 except 14=323(LC 1), 8=392(LC 7), 7=969(LC 1), 7=969(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-310/73 WEBS 4-7=-358/97 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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 8-2-12, Exterior(2E) 8-2-12 to 11-2-12 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 12, 9 except (jt=lb) 13=101, 8=531, 7=480. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss J01 Truss Type Jack-Open Qty 5 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605367 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:39:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-MTrAmXu1oA1aI?p?5awTr8tnfrVQFoqPMR_W0?zpmMu Scale = 1:20.1 1 2 5 3 4 3x4 3x4 3-6-03-6-0 -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-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss J02 Truss Type JACK-OPEN GIRDER Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605368 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:39:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-qgPY_tvfZT9Rv9NBfHRiNMQyzFk2_FeYb5j4YSzpmMt Scale = 1:20.1 1 2 4 356 3x4 3x4 2x4 2x4 3-6-03-6-0 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 0.54 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.00 (loc) 3-4 3-4 l/defl >999 >566 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=516(LC 1), 3=701(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 473 lb down at 1-0-12, and 480 lb down and 16 lb up at 3-0-12 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, 3-4=-20 Concentrated Loads (lb) Vert: 5=-473(F) 6=-480(F) February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss J03 Truss Type JACK-OPEN GIRDER Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605369 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:39:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-JszwBDwHKnHIXJyNC_yxwZy5Tf96jiKiqlTd5uzpmMs Scale = 1:20.0 1 2 5 6 3 43x6 3x6 3-1-23-0-8 -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-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss J04 Truss Type JACK-OPEN Qty 18 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605370 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:39:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-n2XIPZwv55P99TXamiTATnVGg3UqS8gr3PCAdKzpmMr Scale = 1:33.8 1 2 3 5 4 4x6 3x6 2x4 2x4 3-10-83-10-8 -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-(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=122. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss J05 Truss Type JACK-OPEN Qty 5 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605371 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:39:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-n2XIPZwv55P99TXamiTATnVGb3UhS8jr3PCAdKzpmMr Scale = 1:32.4 1 2 4 3 3x4 2x4 3x8 MT18HS 2x4 3-10-83-10-8 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-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 3. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=118. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss J06A Truss Type HALF HIP Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605372 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:39:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-FF5gcvxXsOX0nd6mKP_P?_1RnSr5Bcp?H3yk9nzpmMq Scale = 1:33.0 1 2 3 5 4 3x6 3x4 3x6 3x4 2-3-82-3-8 3-10-81-7-0 -0-11-0 0-11-0 3-8-14 3-8-14 3-10-8 0-1-10 1-7-05-11-55-7-130-3-85-11-514.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [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 0.26 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 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=164(LC 7) Max Uplift 5=-21(LC 6), 4=-104(LC 7) Max Grav 5=253(LC 18), 4=193(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=104. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss J06B Truss Type HALF HIP Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605373 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:39:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-jRe3qEyAdiftOnhyu7VeYCaeHsCsw3f8WjhHhDzpmMp Scale = 1:26.2 1 2 3 4 7 6 5 4x6 3x4 3x4 3x4 2x4 3x4 0-1-132-3-8 2-3-8 2-7-2 0-3-10 3-10-8 1-3-6 -0-11-0 0-11-0 2-3-8 2-3-8 2-7-2 0-3-10 3-10-8 1-3-6 1-7-04-5-84-7-54-2-00-3-84-5-814.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-12], [3:0-3-2,0-2-0], [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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.10 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.02 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 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=125(LC 7) Max Uplift 5=-64(LC 7) Max Grav 7=215(LC 1), 5=147(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 2-7-2, 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss J07 Truss Type JACK-OPEN Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605374 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:39:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-BdCR1azoO0nk0wG9Rq0t4P7m0GXNfWJHlNRrEfzpmMo Scale = 1:19.3 1 2 5 6 3 4 3x6 3x6 2-10-42-9-9 -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-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss J08 Truss Type JACK-OPEN Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605375 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:39:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-BdCR1azoO0nk0wG9Rq0t4P7oLGYyfWJHlNRrEfzpmMo Scale = 1:19.4 1 2 5 3 4 3x4 3x4 3-3-83-3-8 -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-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss J10 Truss Type Jack-Open Girder Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605376 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:39:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-fqmpEwzQ9Jwbe4rL?YY6ddfyzgt2OzZRz1AOm6zpmMn Scale = 1:23.6 1 2 5 6 3 7 43x4 3x4 4-4-64-4-6 -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-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 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. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=1(F) February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss J11 Truss Type JACK-OPEN Qty 4 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605377 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:39:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-70KBSG_2wd2SFEQXZF3LAqC894EB7QpaChwxIYzpmMm Scale: 1/2"=1' 1 2 5 3 4 3x4 3x6 2-2-02-2-0 -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-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss J11A Truss Type Jack-Open Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605378 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:39:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-bCuZfc?ghxAJtO?j7zaai2lKbTZmst3kRLfVq_zpmMl Scale: 1/2"=1' 1 4 2 3 3x4 3x4 2-2-02-2-0 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-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss J12 Truss Type JACK-OPEN Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605379 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:39:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-bCuZfc?ghxAJtO?j7zaai2lJZTZqst3kRLfVq_zpmMl Scale = 1:20.5 1 2 5 3 4 3x4 3x4 1-7-21-7-2 -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-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss J13 Truss Type JACK-OPEN Qty 15 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605380 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:39:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-4PSyty0IREIAVYZwgg5pFFHTctuwbJytg?P2NQzpmMk Scale = 1:31.0 1 2 3 5 4 4x6 3x6 2x4 2x4 3-4-83-4-8 -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-(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=111. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss J13A Truss Type HALF HIP Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605381 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Yb0K4I1wCYQ16i86ENc2nTqejHEMKmU1uf8bvtzpmMj 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)-- [2:0-3-0,0-1-4], [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 0.15 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: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 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=-90(LC 10) Max Grav 6=196(LC 1), 5=137(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss J13B Truss Type HALF HIP Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605382 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-0naiIe1ZzsYtkrjIo57HKgNpShaa3DjA7Ju9RJzpmMi Scale = 1:28.4 1 2 3 4 6 5 3x4 2x4 3x4 3x6 2x4 0-1-132-11-72-11-7 3-4-80-5-1 -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)-- [2:0-3-0,0-1-4], [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: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 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=107(LC 10) Max Uplift 5=-91(LC 10) Max Grav 6=196(LC 1), 5=138(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss J14 Truss Type JACK-OPEN Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605383 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-U_74Vz2Bk9gkM?IVMoeWtuv0d5xdoh2JMzdizlzpmMh Scale = 1:19.3 1 2 5 3 4 3x4 3x4 3-3-03-3-0 -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-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss J15 Truss Type JACK-OPEN Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605384 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-U_74Vz2Bk9gkM?IVMoeWtuvzv5vBoh2JMzdizlzpmMh Scale = 1:23.6 1 2 5 6 3 4 4x6 3x6 4-4-64-4-6 -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-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss J16 Truss Type JACK-OPEN Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605385 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-yAhSiJ3pVTobz9thvWAlP5SAyUHmX8ITacNGWCzpmMg Scale = 1:22.3 1 2 5 3 4 3x4 3x6 1-10-111-10-11 -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-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss J17 Truss Type JACK-OPEN Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605386 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-QMFrwf4RGnwSbJStTDh_yJ?N9udtGbYcpG6p2ezpmMf Scale = 1:13.8 1 2 5 3 43x4 3x4 1-7-51-7-5 -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-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss J18 Truss Type JACK-OPEN Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605387 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-QMFrwf4RGnwSbJStTDh_yJ?Lhuc?GbYcpG6p2ezpmMf Scale = 1:22.3 1 2 5 3 4 3x4 3x6 1-10-111-10-11 -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-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss J19 Truss Type JACK-OPEN Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605388 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-uYpD7?43142JDT141xCDUWXYvIz6?2om2wsMa4zpmMe Scale = 1:13.8 1 2 5 3 43x4 3x4 1-7-51-7-5 -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-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss J20 Truss Type JACK-OPEN Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605389 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-MlNbLL5hoOAAqdcGbejS1k4f7iH4kV1vHabw6WzpmMd Scale = 1:20.4 1 2 5 6 7 3 8 4 3x6 3x6 3-2-143-2-14 -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 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-(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(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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=-8(B) 8=-8(B) February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss J21 Truss Type JACK-OPEN Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605390 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-rxxzYh6JZiI1SmBS8MEhaxdqt6dJTyH2VELTfzzpmMc Scale = 1:20.4 1 2 5 6 7 3 8 4 3x6 3x6 3-2-143-2-14 -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-(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(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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 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. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=-8(F) 8=-8(F) February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss J22 Truss Type JACK-OPEN Qty 5 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605391 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-nK2jzN8a5JYlh4KrGmG9fMiBUvK0xrnLzYqajrzpmMa Scale = 1:20.5 1 2 5 3 4 3x4 3x4 3-7-83-7-8 -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-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss J23 Truss Type JACK-OPEN Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605392 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-jiAUO29qdwoTxOUDNBJdknnXIj?iPlHeQsJhokzpmMY Scale = 1:19.4 1 2 5 3 4 3x4 3x4 3-3-73-3-7 -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-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss J24 Truss Type JACK-OPEN Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605393 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-f5IEpkB48Y3AAhecVcL5pCstoWhAtfmxuAoosczpmMW Scale = 1:19.4 1 2 5 3 4 3x4 3x4 3-3-73-3-7 -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-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss M01 Truss Type MONOPITCH Qty 3 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605394 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-7Hsc04BivrB1orDo3KsKMQP48w2ac6046qXLP3zpmMV 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)-- [2:0-2-0,0-1-4], [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 0.09 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 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=0-3-8, 4=0-1-8 Max Horz 5=52(LC 7) Max Uplift 5=-8(LC 10), 4=-35(LC 7) Max Grav 5=133(LC 1), 4=42(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss PB01 Truss Type GABLE Qty 10 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605395 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-cUQ?EQCLg9JuP?o?c1NZudyEwKLBLZGELUHuxVzpmMU Scale = 1:22.0 2 3 41 5 3x4 3x4 3x4 5-4-115-4-11 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 0.15 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: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud 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-(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) zone; cantilever left and right exposed ; end vertical 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) 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. 9) 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. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss PB01A Truss Type Piggyback Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605396 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-YsXle6EbCmZcfJyNkSQ1_21bV824pTmXoom??OzpmMS 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-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-7 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss PB02 Truss Type GABLE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605397 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-yRDuH7GTVhxBWmgyPazkbhf?WL2O0p3zVm_fcizpmMP Scale = 1:51.1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1 17 18 10 4x6 3x4 3x4 3x4 2x4 2x4 4x6 3x4 2x4 2x4 2x4 2x4 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 Plate Offsets (X,Y)-- [2:0-1-15,0-1-8], [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 0.55 0.20 0.09 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: 77 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 3-6,6-8: 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 29-8-5. (lb) - Max Horz 1=59(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 13, 9, 15, 12 except 1=-304(LC 17), 10=-279(LC 18), 2=-103(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 10 except 2=525(LC 17), 13=471(LC 1), 9=514(LC 1), 16=303(LC 23), 11=303(LC 24), 15=399(LC 24), 12=399(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-13=-351/92, 4-15=-304/86, 7-12=-304/86 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 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9, 15, 12 except (jt=lb) 1=304, 10=279, 2=103. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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.).February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss PB03 Truss Type Piggyback Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605398 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-QdnGUTH5G?328wF8zIUz8uCEHlO2lDx6jQkD89zpmMO Scale = 1:52.6 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 4x6 4x6 3x4 3x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 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 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 0.29 0.23 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.02 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 90 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 28-2-7. (lb) - Max Horz 2=-114(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 12, 15, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=550(LC 25), 14=388(LC 20), 11=380(LC 26), 15=545(LC 17), 10=544(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-12=-342/94, 3-15=-330/145, 7-10=-329/144 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 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 23-9-15, Interior(1) 23-9-15 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 15, 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss PB03A Truss Type Piggyback Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605399 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-N0v0v9IMocJmNEPX4jXRDJHYtY2fD5yPBkDJD1zpmMM Scale = 1:52.8 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 4x6 4x6 3x4 3x4 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 0.41 0.29 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 9 9 9 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 91 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 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 28-2-7. (lb) - Max Horz 2=-137(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 12, 11, 9 Max Grav All reactions 250 lb or less at joint(s) 2, 9 except 16=498(LC 17), 17=296(LC 17), 12=497(LC 18), 11=295(LC 18), 13=538(LC 26), 15=538(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-16=-308/147, 7-12=-308/146, 6-13=-298/38, 5-15=-298/68 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 17, 12, 11, 9. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss PB03B Truss Type GABLE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605400 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-JP0nKrKcKEZTcYZwC7ZvIkMxJMlih2Aie2iQHwzpmMK Scale = 1:59.2 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1 18 19 10 5x8 8x8 5x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 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] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.25 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: 100 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6,6-7: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-13: 2x4 SPF-S Stud 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, 13, 12, 11 except 1=-159(LC 17), 10=-117(LC 18) Max Grav All reactions 250 lb or less at joint(s) 1, 10 except 2=310(LC 17), 15=335(LC 20), 16=440(LC 17), 17=359(LC 17), 9=304(LC 18), 13=513(LC 2), 12=454(LC 26), 11=369(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-16=-261/121, 6-13=-313/133, 7-12=-265/64, 8-11=-254/117 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 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 24-3-7, Exterior(2N) 24-3-7 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 17, 13, 12, 11 except (jt=lb) 1=159, 10=117. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss PB03B Truss Type GABLE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605400 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:26 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-nba9XBLE4XhKEh86mr48ryv63m5xQUQrtiR_qMzpmMJ 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.). 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss PB03C Truss Type GABLE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605401 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-j_ivysMUc9y2T?HUtG6cwM_PiZoduOd8K?w4uFzpmMH Scale = 1:59.2 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1 18 19 10 5x8 5x6 4x6 3x4 3x4 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 0.34 0.17 0.25 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: 96 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x6 SPF No.2, 8-10: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 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=-172(LC 17), 10=-200(LC 18) Max Grav All reactions 250 lb or less at joint(s) 1, 10 except 2=325(LC 17), 15=400(LC 20), 16=428(LC 17), 17=359(LC 17), 13=373(LC 18), 9=421(LC 18), 12=407(LC 2), 11=416(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-16=-260/121, 7-12=-294/84, 8-11=-268/102 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 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) 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=172, 10=200. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss PB03C Truss Type GABLE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605401 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:28 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-j_ivysMUc9y2T?HUtG6cwM_PiZoduOd8K?w4uFzpmMH 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.). 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss PB03D Truss Type GABLE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605402 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-gMqgNYOl8mCmjJRt?h94?n4obNOYMGARoJPBz7zpmMF Scale = 1:58.1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1 18 19 10 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x8 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 8-0-120-9-120-1-88.00 12 Plate Offsets (X,Y)-- [11:0-4-0,0-3-4] 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 0.19 0.46 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 9 9 11 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 82 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=-139(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 13 except 1=-173(LC 17), 12=-101(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 12, 10 except 2=292(LC 17), 14=466(LC 20), 16=437(LC 17), 17=357(LC 17), 13=458(LC 18), 11=476(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-14=-263/19, 4-16=-265/124, 6-13=-271/125 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 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 19-9-7, Corner(3E) 19-9-7 to 22-9-7 zone; cantilever left and right exposed ; end vertical 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 17, 13 except (jt=lb) 1=173, 12=101. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss PB04 Truss Type Piggyback Qty 3 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605403 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-8ZO2buPNv4KdKT03YOgJY?czjnpi5lZb1z9kVazpmME Scale = 1:55.5 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-2-524-2-5 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 0.15 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, 8 except 12=374(LC 20), 13=429(LC 17), 15=383(LC 17), 11=429(LC 18), 10=382(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-262/123, 6-11=-262/123 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 15, 11, 10. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss PB04A Truss Type Piggyback Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605404 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-4xVo?aQdRhaLamASgpindQiJFaWpZgAtUHeraSzpmMC Scale = 1:52.2 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 4x6 4x6 3x4 3x4 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 0.11 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=417(LC 17), 17=386(LC 17), 12=416(LC 18), 11=386(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-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15, 17, 12, 11, 14. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss PB05 Truss Type Piggyback Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605405 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Y83ADwRFC?iCBwleEWD0AdETR_s1I8P1jxNP6vzpmMB 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 3x4 3x4 3x4 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-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 18, 20, 15, 13. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss PB06 Truss Type Piggyback Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605406 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-0KdZQGStzIq3p4KrnEkFirne7OCE1cOAxb7yeLzpmMA Scale = 1:42.9 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 4x6 3x4 3x4 3x4 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-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 15, 12, 9. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss PB07 Truss Type Piggyback Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605407 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-yilJrxT8Vw4n2OTDvfnjnGswxCrSVVlTPvc3jDzpmM8 Scale = 1:42.0 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 4x6 4x6 3x4 3x4 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], [6:0-2-0,0-1-8] 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 0.50 0.25 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-8-7. (lb) - Max Horz 2=62(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 9, 6 Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=579(LC 23), 11=445(LC 23), 8=445(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-448/124, 3-11=-301/66, 5-8=-301/58 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss PB08 Truss Type Piggyback Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605408 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-RvJh3HUmGDCdgX2PTMIyKTP5pb9VEwSceZLcFgzpmM7 Scale = 1:45.4 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 4x6 4x6 3x4 3x4 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 0.49 0.33 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 8 8 7 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-8-7. (lb) - Max Horz 2=102(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 9 Max Grav All reactions 250 lb or less at joint(s) 2, 7 except 13=429(LC 17), 9=429(LC 18), 11=555(LC 25), 10=555(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-13=-289/136, 6-9=-288/135, 4-11=-311/73, 5-10=-311/51 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 9. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss PB09 Truss Type Piggyback Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605409 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-v5s3GdVO1XKUIhdc04pBthxMr?WezQCmsD5An6zpmM6 Scale = 1:14.9 1 2 3 4 5 3x4 3x4 3x4 6-6-56-6-5 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-(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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T01 Truss Type HIP Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605411 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-NHQSTzW0nrSLvrCoanKQPuUTDPtuitfv5tqjJYzpmM5 Scale = 1:45.2 1 2 3 4 5 9 8 7 6 5x6 5x6 3x4 3x4 3x4 3x4 8x8 8x8 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,0-2-7], [2:0-3-9,0-2-8], [3:0-3-9,0-2-8], [4:Edge,0-2-7], [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.37 0.21 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 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=-164(LC 6) Max Grav 9=493(LC 1), 6=559(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-446/64, 2-3=-265/106, 3-4=-453/69, 1-9=-439/40, 4-6=-507/48 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) 0-1-3 to 3-1-3, Exterior(2R) 3-1-3 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T01A Truss Type COMMON Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605412 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-rU_qhJWeY8aCX?n_8Vrfy61bspCqRJJ3KXaGs?zpmM4 Scale = 1:56.3 1 2 34 7 6 5 4x6 3x4 3x4 3x8 8x8 8x8 6-3-86-3-8 12-7-06-3-8 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,0-2-7], [2:Edge,0-1-14], [3:Edge,0-2-7], [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 0.50 0.29 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 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=-184(LC 6) Max Uplift 7=-3(LC 11), 5=-1(LC 10) Max Grav 7=493(LC 1), 5=559(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-446/74, 2-3=-453/76, 1-7=-438/41, 3-5=-503/48 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) 0-1-3 to 3-1-3, Exterior(2R) 3-1-3 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T02 Truss Type HIP Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605413 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-JgYCufXGJSi399MBiCMuUJZmsDRBAeeCYBJqORzpmM3 Scale = 1:73.4 12 3 4 5 6 7 8 9 10 15 14 13 12 1116 3x6 5x6 5x8 3x6 3x6 3x8 3x6 3x4 3x6 3x4 5x10 MT18HS 5x10 MT18HS 3x4 9-4-19-4-1 13-10-154-6-14 23-3-09-4-1 -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)-- [2:Edge,0-1-12], [5:0-3-9,0-2-8], [6:0-5-9,0-2-8], [9:Edge,0-1-12], [11:Edge,0-2-0], [15:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.67 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.47 0.02 (loc) 11-12 11-12 11 l/defl >999 >594 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 132 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-14,6-14,6-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-14 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=258(LC 9) Max Grav 15=1051(LC 2), 11=1053(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-875/119, 5-6=-489/141, 6-8=-878/119 BOT CHORD 14-15=-138/677, 12-14=0/540, 11-12=0/532 WEBS 5-14=-39/348, 6-12=-34/353, 3-15=-870/73, 8-11=-869/73 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 5-1-3, 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T03 Truss Type PIGGYBACK BASE Qty 9 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605414 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-ns6a6?Yv4mqwmJxNFvu71X6yXcoLv5?Mnr3NwtzpmM2 Scale = 1:67.7 1 2 3 4 5 6 7 8 13 12 11 10 914 4x6 6x6 3x6 3x8 3x6 3x4 3x6 3x4 5x10 MT18HS 5x10 MT18HS 3x4 8-11-28-11-2 14-3-145-4-11 23-3-08-11-2 -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)-- [2:Edge,0-1-12], [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], [7:Edge,0-1-12], [9:Edge,0-2-4], [13:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.43 0.61 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.39 0.02 (loc) 9-10 9-10 9 l/defl >999 >703 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 130 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-12,5-12,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-10 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=250(LC 9) Max Grav 13=1054(LC 2), 9=1058(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-885/117, 4-5=-499/136, 5-6=-889/117 BOT CHORD 12-13=-135/666, 10-12=0/542, 9-10=0/528 WEBS 4-12=-30/346, 5-10=-31/361, 3-13=-862/54, 6-9=-861/54 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 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T03A Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605415 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-jFEKXgZ9cN5e0c5mNKwb6yBIDQTSNuKeF9YU?mzpmM0 Scale = 1:71.9 12 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 6x6 4x6 6x6 6x6 5x8 3x4 3x4 3x8 2x4 4x8 3x4 3x4 6x6 3x6 3x4 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 2-11-4 2-11-4 8-11-2 5-11-15 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)-- [2:Edge,0-1-12], [3:0-2-8,0-1-8], [4:0-3-0,0-1-8], [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 0.42 0.69 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.38 0.02 (loc) 14-15 14-15 17 l/defl >999 >724 n/a L/d 240 180 n/a PLATES MT20 Weight: 165 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 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-9 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=223(LC 7) Max Uplift 11=-4(LC 11) Max Grav 11=1693(LC 2), 15=985(LC 2), 17=154(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-805/91, 4-5=-407/113, 5-6=-722/91 BOT CHORD 14-15=-136/603, 13-14=-43/501, 11-13=-1/277 WEBS 4-14=-26/378, 5-13=-29/258, 6-11=-956/52, 7-11=-318/101, 8-11=-338/72, 3-15=-788/31 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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. 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.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T03B Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605416 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-CRojk0anNhDVdmfyx2Rqf9kTyqo36RsoTpH1XCzpmM? Scale = 1:71.9 12 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 6x6 4x6 8x8 6x6 5x8 3x4 4x6 4x8 3x8 3x4 3x6 5x6 2x4 6x6 3x4 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 2-11-4 2-11-4 8-11-2 5-11-15 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)-- [2:Edge,0-1-12], [4:0-3-0,0-1-8], [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 0.42 0.73 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.38 0.02 (loc) 14-15 14-15 11 l/defl >999 >721 n/a L/d 240 180 n/a PLATES MT20 Weight: 170 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 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-3 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=-17(LC 11) Max Grav 11=1702(LC 2), 15=993(LC 2), 17=174(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-815/91, 4-5=-418/111, 5-6=-720/105 BOT CHORD 14-15=-145/612, 13-14=-56/511, 11-13=-16/367 WEBS 4-14=-27/372, 5-13=-43/300, 8-11=-320/81, 7-11=-317/95, 6-11=-953/39, 3-15=-788/30 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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 31-2-4 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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. 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.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T10 Truss Type HIP Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605417 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-geL5xMbP8_LMFwE8Uly3BNHWME5xro6xiT1b3ezpmM_ Scale = 1:100.4 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 30 31 5x10 MT18HS 3x6 3x4 5x10 MT18HS3x16 MT18HS 5x8 5x8 4x6 4x6 3x6 4x6 4x6 8x8 8x8 4x6 5x10 MT18HS 3x6 3x16 MT18HS 5x16 MT18HS0-2-511-3-0 11-3-0 21-10-6 10-7-6 32-5-12 10-7-6 43-1-2 10-7-6 53-11-0 10-9-14 -0-11-0 0-11-0 4-11-3 4-11-3 11-3-0 6-3-13 19-8-14 8-5-14 28-2-13 8-5-14 36-8-11 8-5-14 45-2-10 8-5-14 53-11-0 8-8-6 1-1-08-4-118-7-08-4-118.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [4:0-5-0,0-0-14], [11:Edge,0-2-8], [20:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.95 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.53 -0.88 0.22 (loc) 12-13 12-13 12 l/defl >999 >730 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 229 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 9-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-19,10-12: 2x4 SPF 2100F 1.8E, 7-17,8-13: 2x4 SPF No.2 2-20,3-20: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-11. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 11-12, 5-19, 7-17, 7-15, 8-13, 3-20 2 Rows at 1/3 pts 10-12 REACTIONS. (size)12=0-3-8 (req. 0-3-14), 20=0-3-8 (req. 0-3-14) Max Horz 20=228(LC 7) Max Uplift 12=-109(LC 7) Max Grav 12=2481(LC 2), 20=2467(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-591/0, 3-4=-3313/68, 4-5=-2687/73, 5-7=-4006/121, 7-8=-3976/111, 8-10=-2705/97, 2-20=-486/21 BOT CHORD 19-20=-206/2561, 17-19=-234/3844, 15-17=-249/4120, 13-15=-221/3598, 12-13=-159/2272 WEBS 3-19=-86/296, 4-19=0/1432, 5-19=-1647/170, 5-17=0/670, 7-17=-271/117, 7-15=-377/99, 8-15=0/815, 8-13=-1445/122, 10-13=0/1708, 10-12=-3098/155, 3-20=-2802/57 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 7-0-1, Exterior(2R) 7-0-1 to 15-5-15, Interior(1) 15-5-15 to 50-9-12, Exterior(2E) 50-9-12 to 53-9-12 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 12, 20 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=109. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T11 Truss Type ROOF SPECIAL Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605418 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-c0TrM2dfgcb4UEOXcA_XHoMtV1mnJj_E9nWg7XzpmLy Scale = 1:112.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 33 34 35 36 3x6 6x8 8x8 3x6 12x18 MT18HS 3x8 MT18HS 3x6 5x6 5x8 4x8 3x6 3x6 3x6 6x6 6x6 3x8 MT18HS 8x8 6x6 3x8 5x6 3x16 MT18HS3x8 MT18HS 6x16 0-2-50-2-56-7-5 6-7-5 12-7-10 6-0-5 14-9-5 2-1-11 16-10-11 2-1-6 27-10-7 10-11-12 38-10-4 10-11-12 49-10-0 10-11-12 53-11-0 4-1-0 -0-11-0 0-11-0 6-7-5 6-7-5 12-7-10 6-0-5 14-9-5 2-1-11 16-10-11 2-1-6 25-1-8 8-2-13 33-4-5 8-2-13 41-7-3 8-2-13 49-10-0 8-2-13 53-11-0 4-1-0 1-1-09-3-1210-8-1110-11-08-2-510-8-118.00 12 Plate Offsets (X,Y)-- [5:0-4-9,Edge], [7:0-4-9,Edge], [14:Edge,0-1-12], [24:0-2-8,0-2-8], [25:0-1-12,0-0-0], [25:Edge,0-10-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.93 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.54 -0.94 0.16 (loc) 19-21 19-21 15 l/defl >999 >683 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 289 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6,6-7: 2x6 SPF No.2, 7-9,9-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-24,3-23,5-23,6-21,2-24,14-16,6-23: 2x3 SPF No.2 8-21,11-16: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-12 max.): 5-6, 7-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 19-21 6-0-0 oc bracing: 15-16. WEBS 1 Row at midpt 6-21, 8-21, 8-19, 10-18, 14-15, 6-23 2 Rows at 1/3 pts 11-16 REACTIONS. (size)25=0-3-8, 15=0-3-8 Max Horz 25=271(LC 7) Max Grav 25=2475(LC 2), 15=2481(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3369/3, 3-5=-3201/66, 5-6=-2600/84, 6-7=-3282/88, 7-8=-2767/94, 8-10=-3256/67, 10-11=-2638/70, 11-13=-883/103, 13-14=-1095/105, 2-25=-2360/30, 14-15=-2506/0 BOT CHORD 24-25=-260/532, 23-24=-139/2719, 21-23=-135/2895, 19-21=-174/3224, 18-19=-171/3050, 16-18=-140/2297 WEBS 5-23=0/1363, 6-21=-560/138, 7-21=0/1455, 8-21=-830/157, 8-19=-55/253, 10-19=0/466, 10-18=-889/95, 11-18=0/1346, 11-16=-2265/122, 13-16=0/329, 2-24=0/2356, 14-16=-39/2059, 6-23=-1217/71 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 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) The Fabrication Tolerance at joint 2 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T12 Truss Type ROOF SPECIAL Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605419 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-YPbcnkewCDrnkXYvjb1?MDRBqrTinfHXd4?nBPzpmLw Scale = 1:103.7 12 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 28 29 30 31 32 6x8 6x8 8x8 3x6 5x16 MT18HS6x8 5x8 4x8 2x4 3x8 2x4 6x10 6x8 5x6 4x6 5x8 3x8 MT18HS 6x6 3x6 3x8 MT18HS0-2-50-2-59-1-10 9-1-10 11-3-5 2-1-11 20-4-11 9-1-6 29-0-7 8-7-12 37-8-4 8-7-12 46-4-0 8-7-12 53-11-0 7-7-0 -0-11-0 0-11-0 4-1-4 4-1-4 9-1-10 5-0-6 11-3-5 2-1-11 15-10-0 4-6-11 20-4-11 4-6-11 29-0-7 8-7-12 37-8-4 8-7-12 46-4-0 8-7-12 53-11-0 7-7-0 1-1-06-11-1213-0-1113-3-08-2-513-0-118.00 12 Plate Offsets (X,Y)-- [4:0-4-9,Edge], [6:0-4-9,Edge], [10:0-4-9,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 0.98 0.83 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.48 -0.84 0.15 (loc) 18-20 18-20 12 l/defl >999 >765 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 301 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-4,4-5: 2x4 SPF No.2, 5-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-20,4-20,3-21,5-20: 2x3 SPF No.2, 2-21: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-8 max.): 4-5, 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-18, 7-15, 9-15, 10-13, 3-21, 5-20 2 Rows at 1/3 pts 11-12 REACTIONS. (size)21=0-3-8, 12=0-3-8 Max Horz 21=314(LC 7) Max Grav 21=2493(LC 2), 12=2520(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-448/21, 3-4=-3369/21, 4-5=-2745/44, 5-6=-3096/95, 6-7=-2485/129, 7-9=-2258/125, 9-10=-2260/127, 10-11=-1618/121, 2-21=-413/43, 11-12=-2381/23 BOT CHORD 20-21=-163/2521, 18-20=-101/3226, 16-18=-119/2664, 15-16=-119/2664, 13-15=-49/1284 WEBS 3-20=-11/391, 4-20=0/1671, 5-18=-966/157, 6-18=0/1229, 7-18=-461/179, 7-16=0/488, 7-15=-740/33, 9-15=-573/154, 10-15=-91/1770, 10-13=-991/118, 3-21=-2928/4, 11-13=-12/1861, 5-20=-1526/60 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 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 50-9-12, Exterior(2E) 50-9-12 to 53-9-12 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Load case(s) 2, 16, 17, 18, 19, 20, 25, 26 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 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.). LOAD CASE(S) Standard Except: Continued on page 2 February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T12 Truss Type ROOF SPECIAL Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605419 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:51 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-YPbcnkewCDrnkXYvjb1?MDRBqrTinfHXd4?nBPzpmLw LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-4=-50, 4-5=-50, 5-6=-50, 6-10=-50, 10-11=-50, 21-27=-35, 27-28=-50, 28-29=-35, 29-30=-50, 30-31=-35, 13-31=-50, 13-32=-35, 12-32=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-22=10, 4-22=14, 4-5=10, 5-23=10, 6-23=14, 6-24=14, 24-25=10, 10-25=14, 10-26=14, 11-26=10, 12-21=-12 Horz: 1-2=-36, 2-22=-22, 4-22=-26, 4-5=22, 5-23=-22, 6-23=-26, 10-26=26, 11-26=22, 2-21=-22, 11-12=22 Drag: 6-24=0, 7-24=0, 9-25=-0, 10-25=-0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-4=-35, 4-5=-35, 5-6=-35, 6-10=-35, 10-11=-35, 12-21=-20 Horz: 1-2=-11, 2-4=15, 4-5=-15, 5-6=15, 10-11=-15, 2-21=20, 11-12=-20 Drag: 6-7=-0, 9-10=0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-4=-14, 4-5=16, 5-6=-14, 6-10=16, 10-11=4, 12-21=-12 Horz: 1-2=-7, 2-4=2, 4-5=28, 5-6=2, 10-11=16, 2-21=11, 11-12=15 Drag: 6-7=0, 9-10=-0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=4, 4-5=4, 5-6=4, 6-10=16, 10-11=-14, 12-21=-12 Horz: 1-2=-12, 2-4=-16, 4-5=16, 5-6=-16, 10-11=-2, 2-21=-15, 11-12=-11 Drag: 6-7=0, 9-10=-0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-4=-30, 4-5=-0, 5-6=-30, 6-10=-0, 10-11=-12, 12-21=-20 Horz: 1-2=6, 2-4=10, 4-5=20, 5-6=10, 10-11=8, 2-21=19, 11-12=7 Drag: 6-7=0, 9-10=-0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-4=-12, 4-5=-12, 5-6=-12, 6-10=-0, 10-11=-30, 12-21=-20 Horz: 1-2=-12, 2-4=-8, 4-5=8, 5-6=-8, 10-11=-10, 2-21=-7, 11-12=-19 Drag: 6-7=0, 9-10=-0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-4=16, 4-5=16, 5-6=16, 6-10=4, 10-11=4, 12-21=-12 Horz: 1-2=-24, 2-4=-28, 4-5=28, 5-6=-28, 10-11=16, 2-21=10, 11-12=14 Drag: 6-7=0, 9-10=-0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=4, 4-5=4, 5-6=4, 6-10=4, 10-11=16, 12-21=-12 Horz: 1-2=-12, 2-4=-16, 4-5=16, 5-6=-16, 10-11=28, 2-21=-14, 11-12=-10 Drag: 6-7=0, 9-10=-0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-4=16, 4-5=16, 5-6=16, 6-10=4, 10-11=4, 12-21=-12 Horz: 1-2=-24, 2-4=-28, 4-5=28, 5-6=-28, 10-11=16, 2-21=10, 11-12=14 Drag: 6-7=0, 9-10=-0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=4, 4-5=4, 5-6=4, 6-10=4, 10-11=16, 12-21=-12 Horz: 1-2=-12, 2-4=-16, 4-5=16, 5-6=-16, 10-11=28, 2-21=-14, 11-12=-10 Drag: 6-7=0, 9-10=-0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-0, 4-5=-0, 5-6=-0, 6-10=-12, 10-11=-12, 12-21=-20 Horz: 1-2=-24, 2-4=-20, 4-5=20, 5-6=-20, 10-11=8, 2-21=18, 11-12=6 Drag: 6-7=0, 9-10=-0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-4=-12, 4-5=-12, 5-6=-12, 6-10=-12, 10-11=-0, 12-21=-20 Horz: 1-2=-12, 2-4=-8, 4-5=8, 5-6=-8, 10-11=20, 2-21=-6, 11-12=-18 Drag: 6-7=0, 9-10=-0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-5=-20, 5-6=-20, 6-10=-20, 10-11=-20, 21-27=-40, 27-28=-60, 28-29=-40, 29-30=-60, 30-31=-40, 13-31=-60, 13-32=-40, 12-32=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T12 Truss Type ROOF SPECIAL Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605419 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:51 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-YPbcnkewCDrnkXYvjb1?MDRBqrTinfHXd4?nBPzpmLw LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-55, 2-4=-58, 4-5=-35, 5-6=-58, 6-10=-35, 10-11=-44, 21-27=-35, 27-28=-50, 28-29=-35, 29-30=-50, 30-31=-35, 13-31=-50, 13-32=-35, 12-32=-50 Horz: 1-2=5, 2-4=8, 4-5=15, 5-6=8, 10-11=6, 2-21=15, 11-12=5 Drag: 6-7=0, 9-10=-0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-4=-44, 4-5=-44, 5-6=-44, 6-10=-35, 10-11=-58, 21-27=-35, 27-28=-50, 28-29=-35, 29-30=-50, 30-31=-35, 13-31=-50, 13-32=-35, 12-32=-50 Horz: 1-2=-9, 2-4=-6, 4-5=6, 5-6=-6, 10-11=-8, 2-21=-5, 11-12=-15 Drag: 6-7=0, 9-10=-0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-4=-35, 4-5=-35, 5-6=-35, 6-10=-44, 10-11=-44, 21-27=-35, 27-28=-50, 28-29=-35, 29-30=-50, 30-31=-35, 13-31=-50, 13-32=-35, 12-32=-50 Horz: 1-2=-18, 2-4=-15, 4-5=15, 5-6=-15, 10-11=6, 2-21=13, 11-12=4 Drag: 6-7=0, 9-10=-0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-4=-44, 4-5=-44, 5-6=-44, 6-10=-44, 10-11=-35, 21-27=-35, 27-28=-50, 28-29=-35, 29-30=-50, 30-31=-35, 13-31=-50, 13-32=-35, 12-32=-50 Horz: 1-2=-9, 2-4=-6, 4-5=6, 5-6=-6, 10-11=15, 2-21=-4, 11-12=-13 Drag: 6-7=0, 9-10=-0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-5=-28, 5-6=-28, 6-10=-28, 10-11=-28, 12-21=-12 Horz: 1-2=-16, 2-4=16, 4-5=-16, 5-6=16, 10-11=-16, 2-21=16, 11-12=-16 Drag: 6-7=-0, 9-10=0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=4, 4-5=4, 5-6=4, 6-10=4, 10-11=4, 12-21=-12 Horz: 1-2=-16, 2-4=-16, 4-5=16, 5-6=-16, 10-11=16, 2-21=-16, 11-12=16 Drag: 6-7=0, 9-10=-0 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-4=-50, 4-5=-50, 5-6=-50, 6-10=-50, 10-11=-20, 21-27=-35, 27-28=-50, 28-29=-35, 29-30=-50, 30-31=-35, 13-31=-50, 13-32=-35, 12-32=-50 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-5=-20, 5-6=-20, 6-10=-50, 10-11=-50, 21-27=-35, 27-28=-50, 28-29=-35, 29-30=-50, 30-31=-35, 13-31=-50, 13-32=-35, 12-32=-50 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T13 Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605420 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-UnjMCQgAkq5VzriIr03TReXYAeBEFWRq4OUuGIzpmLu Scale = 1:98.5 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 30 31 32 33 8x8 6x8 8x8 3x6 6x8 6x6 4x6 3x16 MT18HS5x6 8x8 3x6 3x8 2x4 2x4 4x8 2x4 6x10 6x6 5x12 3x8 MT18HS 3x8 MT18HS 3x8 MT18HS0-2-55-7-10 5-7-10 7-9-5 2-1-11 18-6-3 10-8-14 25-11-4 7-5-1 33-4-5 7-5-1 40-9-7 7-5-1 48-2-8 7-5-1 53-11-0 5-8-8 -1-0-0 1-0-0 5-7-10 5-7-10 7-9-5 2-1-11 13-1-12 5-4-7 18-6-3 5-4-7 25-11-4 7-5-1 33-4-5 7-5-1 40-9-7 7-5-1 48-2-8 7-5-1 53-11-0 5-8-8 1-1-04-7-1212-0-08-2-512-0-08.00 12 Plate Offsets (X,Y)-- [2:0-4-15,0-2-8], [3:0-4-8,Edge], [5:0-5-12,0-2-0], [10:0-5-12,0-2-0], [11:Edge,0-1-12], [21:0-2-8,Edge], [22:0-2-8,0-2-8] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.76 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.76 0.15 (loc) 19-21 19-21 12 l/defl >999 >847 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 318 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-22,3-21,4-21,2-22,11-13: 2x3 SPF No.2, 2-23: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-4, 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-19, 6-17, 7-14, 9-14, 10-13, 11-12 REACTIONS. (size)23=0-3-8 (req. 0-3-14), 12=0-3-8 (req. 0-3-15) Max Horz 23=294(LC 7) Max Grav 23=2452(LC 2), 12=2501(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3225/0, 3-4=-3596/0, 4-5=-3213/0, 5-6=-2851/47, 6-7=-2850/47, 7-9=-2126/50, 9-10=-2126/50, 10-11=-1400/73, 2-23=-2338/0, 11-12=-2394/0 BOT CHORD 22-23=-279/487, 21-22=-138/2635, 19-21=-93/3634, 17-19=-125/2577, 16-17=-136/2721, 14-16=-136/2721, 13-14=-62/1089 WEBS 3-22=-410/0, 3-21=0/2295, 4-21=-1741/46, 4-19=-1200/139, 5-19=0/843, 5-17=-171/632, 6-17=-452/135, 7-17=-39/283, 7-16=0/442, 7-14=-1120/43, 9-14=-479/132, 10-14=-96/1951, 10-13=-1215/120, 2-22=0/2343, 11-13=-35/1878 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 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 50-9-12, Exterior(2E) 50-9-12 to 53-9-12 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 23, 12 greater than input bearing size. 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) Load case(s) 2, 16, 17, 18, 19, 20, 25, 26, 28, 29, 32, 33, 46, 47, 48, 49 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Except: Continued on page 2 February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T13 Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605420 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:53 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-UnjMCQgAkq5VzriIr03TReXYAeBEFWRq4OUuGIzpmLu LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-3=-50, 3-4=-50, 4-5=-50, 5-10=-50, 10-11=-50, 19-23=-35, 19-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-24=10, 3-24=14, 3-4=10, 4-25=4, 5-25=14, 5-26=14, 26-27=4, 10-27=14, 10-28=14, 11-28=10, 12-23=-12 Horz: 1-2=-36, 2-24=-22, 3-24=-26, 3-4=22, 4-25=-16, 5-25=-26, 10-28=26, 11-28=22, 2-23=-22, 11-12=22 Drag: 5-26=-0, 6-26=-0, 9-27=0, 10-27=0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-13, 2-3=-31, 3-4=-31, 4-5=-31, 5-10=-31, 10-11=-31, 12-23=-20 Horz: 1-2=-7, 2-3=11, 3-4=-11, 4-5=11, 10-11=-11, 2-23=20, 11-12=-20 Drag: 5-6=0, 9-10=-0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-3=-14, 3-4=16, 4-5=-14, 5-10=16, 10-11=4, 12-23=-12 Horz: 1-2=-7, 2-3=2, 3-4=28, 4-5=2, 10-11=16, 2-23=11, 11-12=15 Drag: 5-6=-0, 9-10=0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-3=4, 3-4=4, 4-5=4, 5-10=16, 10-11=-14, 12-23=-12 Horz: 1-2=-12, 2-3=-16, 3-4=16, 4-5=-16, 10-11=-2, 2-23=-15, 11-12=-11 Drag: 5-6=-0, 9-10=0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-3=-30, 3-4=-0, 4-5=-30, 5-10=-0, 10-11=-12, 12-23=-20 Horz: 1-2=6, 2-3=10, 3-4=20, 4-5=10, 10-11=8, 2-23=19, 11-12=7 Drag: 5-6=-0, 9-10=0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-3=-12, 3-4=-12, 4-5=-12, 5-10=-0, 10-11=-30, 12-23=-20 Horz: 1-2=-12, 2-3=-8, 3-4=8, 4-5=-8, 10-11=-10, 2-23=-7, 11-12=-19 Drag: 5-6=-0, 9-10=0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-3=16, 3-4=16, 4-5=16, 5-10=4, 10-11=4, 12-23=-12 Horz: 1-2=-24, 2-3=-28, 3-4=28, 4-5=-28, 10-11=16, 2-23=10, 11-12=14 Drag: 5-6=-0, 9-10=0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-3=4, 3-4=4, 4-5=4, 5-10=4, 10-11=16, 12-23=-12 Horz: 1-2=-12, 2-3=-16, 3-4=16, 4-5=-16, 10-11=28, 2-23=-14, 11-12=-10 Drag: 5-6=-0, 9-10=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-3=16, 3-4=16, 4-5=16, 5-10=4, 10-11=4, 12-23=-12 Horz: 1-2=-24, 2-3=-28, 3-4=28, 4-5=-28, 10-11=16, 2-23=10, 11-12=14 Drag: 5-6=-0, 9-10=0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-3=4, 3-4=4, 4-5=4, 5-10=4, 10-11=16, 12-23=-12 Horz: 1-2=-12, 2-3=-16, 3-4=16, 4-5=-16, 10-11=28, 2-23=-14, 11-12=-10 Drag: 5-6=-0, 9-10=0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=-0, 3-4=-0, 4-5=-0, 5-10=-12, 10-11=-12, 12-23=-20 Horz: 1-2=-24, 2-3=-20, 3-4=20, 4-5=-20, 10-11=8, 2-23=18, 11-12=6 Drag: 5-6=-0, 9-10=0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-3=-12, 3-4=-12, 4-5=-12, 5-10=-12, 10-11=-0, 12-23=-20 Horz: 1-2=-12, 2-3=-8, 3-4=8, 4-5=-8, 10-11=20, 2-23=-6, 11-12=-18 Drag: 5-6=-0, 9-10=0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-4=-20, 4-5=-20, 5-10=-20, 10-11=-20, 19-23=-40, 19-29=-60, 29-30=-40, 30-31=-60, 31-32=-40, 13-32=-60, 13-33=-40, 12-33=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T13 Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605420 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:53 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-UnjMCQgAkq5VzriIr03TReXYAeBEFWRq4OUuGIzpmLu LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-55, 2-3=-58, 3-4=-35, 4-5=-58, 5-10=-35, 10-11=-44, 19-23=-35, 19-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 Horz: 1-2=5, 2-3=8, 3-4=15, 4-5=8, 10-11=6, 2-23=15, 11-12=5 Drag: 5-6=-0, 9-10=0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-3=-44, 3-4=-44, 4-5=-44, 5-10=-35, 10-11=-58, 19-23=-35, 19-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 Horz: 1-2=-9, 2-3=-6, 3-4=6, 4-5=-6, 10-11=-8, 2-23=-5, 11-12=-15 Drag: 5-6=-0, 9-10=0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-3=-35, 3-4=-35, 4-5=-35, 5-10=-44, 10-11=-44, 19-23=-35, 19-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 Horz: 1-2=-18, 2-3=-15, 3-4=15, 4-5=-15, 10-11=6, 2-23=13, 11-12=4 Drag: 5-6=-0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-3=-44, 3-4=-44, 4-5=-44, 5-10=-44, 10-11=-35, 19-23=-35, 19-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 Horz: 1-2=-9, 2-3=-6, 3-4=6, 4-5=-6, 10-11=15, 2-23=-4, 11-12=-13 Drag: 5-6=-0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=-28, 3-4=-28, 4-5=-28, 5-10=-28, 10-11=-28, 12-23=-12 Horz: 1-2=-16, 2-3=16, 3-4=-16, 4-5=16, 10-11=-16, 2-23=16, 11-12=-16 Drag: 5-6=0, 9-10=-0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 3-4=4, 4-5=4, 5-10=4, 10-11=4, 12-23=-12 Horz: 1-2=-16, 2-3=-16, 3-4=16, 4-5=-16, 10-11=16, 2-23=-16, 11-12=16 Drag: 5-6=-0, 9-10=0 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-3=-50, 3-4=-50, 4-5=-50, 5-10=-50, 10-11=-20, 19-23=-35, 19-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-4=-20, 4-5=-20, 5-10=-50, 10-11=-50, 19-23=-35, 19-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 28) Reversal: Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-3=-50, 3-4=-50, 4-5=-50, 5-10=-50, 10-11=-50, 19-23=-35, 19-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 29) Reversal: Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-4=-20, 4-5=-20, 5-10=-20, 10-11=-20, 19-23=-40, 19-29=-60, 29-30=-40, 30-31=-60, 31-32=-40, 13-32=-60, 13-33=-40, 12-33=-60 32) Reversal: 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-3=-50, 3-4=-50, 4-5=-50, 5-10=-50, 10-11=-20, 19-23=-35, 19-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 33) Reversal: 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-4=-20, 4-5=-20, 5-10=-50, 10-11=-50, 19-23=-35, 19-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 34) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-24=10, 3-24=14, 3-4=10, 4-25=4, 5-25=14, 5-26=14, 26-27=4, 10-27=14, 10-28=14, 11-28=10, 12-23=-12 Horz: 1-2=-36, 2-24=-22, 3-24=-26, 3-4=22, 4-25=-16, 5-25=-26, 10-28=26, 11-28=22, 2-23=-22, 11-12=22 Drag: 5-26=-0, 6-26=-0, 9-27=0, 10-27=0 35) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-13, 2-3=-31, 3-4=-31, 4-5=-31, 5-10=-31, 10-11=-31, 12-23=-20 Horz: 1-2=-7, 2-3=11, 3-4=-11, 4-5=11, 10-11=-11, 2-23=20, 11-12=-20 Drag: 5-6=0, 9-10=-0 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-3=-14, 3-4=16, 4-5=-14, 5-10=16, 10-11=4, 12-23=-12 Horz: 1-2=-7, 2-3=2, 3-4=28, 4-5=2, 10-11=16, 2-23=11, 11-12=15 Drag: 5-6=-0, 9-10=0 37) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-3=4, 3-4=4, 4-5=4, 5-10=16, 10-11=-14, 12-23=-12 Horz: 1-2=-12, 2-3=-16, 3-4=16, 4-5=-16, 10-11=-2, 2-23=-15, 11-12=-11 Drag: 5-6=-0, 9-10=0 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-3=-30, 3-4=-0, 4-5=-30, 5-10=-0, 10-11=-12, 12-23=-20 Horz: 1-2=6, 2-3=10, 3-4=20, 4-5=10, 10-11=8, 2-23=19, 11-12=7 Drag: 5-6=-0, 9-10=0 39) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T13 Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605420 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:53 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-UnjMCQgAkq5VzriIr03TReXYAeBEFWRq4OUuGIzpmLu LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-8, 2-3=-12, 3-4=-12, 4-5=-12, 5-10=-0, 10-11=-30, 12-23=-20 Horz: 1-2=-12, 2-3=-8, 3-4=8, 4-5=-8, 10-11=-10, 2-23=-7, 11-12=-19 Drag: 5-6=-0, 9-10=0 40) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-3=16, 3-4=16, 4-5=16, 5-10=4, 10-11=4, 12-23=-12 Horz: 1-2=-24, 2-3=-28, 3-4=28, 4-5=-28, 10-11=16, 2-23=10, 11-12=14 Drag: 5-6=-0, 9-10=0 41) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-3=4, 3-4=4, 4-5=4, 5-10=4, 10-11=16, 12-23=-12 Horz: 1-2=-12, 2-3=-16, 3-4=16, 4-5=-16, 10-11=28, 2-23=-14, 11-12=-10 Drag: 5-6=-0, 9-10=0 42) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-3=16, 3-4=16, 4-5=16, 5-10=4, 10-11=4, 12-23=-12 Horz: 1-2=-24, 2-3=-28, 3-4=28, 4-5=-28, 10-11=16, 2-23=10, 11-12=14 Drag: 5-6=-0, 9-10=0 43) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-3=4, 3-4=4, 4-5=4, 5-10=4, 10-11=16, 12-23=-12 Horz: 1-2=-12, 2-3=-16, 3-4=16, 4-5=-16, 10-11=28, 2-23=-14, 11-12=-10 Drag: 5-6=-0, 9-10=0 44) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=-0, 3-4=-0, 4-5=-0, 5-10=-12, 10-11=-12, 12-23=-20 Horz: 1-2=-24, 2-3=-20, 3-4=20, 4-5=-20, 10-11=8, 2-23=18, 11-12=6 Drag: 5-6=-0, 9-10=0 45) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-3=-12, 3-4=-12, 4-5=-12, 5-10=-12, 10-11=-0, 12-23=-20 Horz: 1-2=-12, 2-3=-8, 3-4=8, 4-5=-8, 10-11=20, 2-23=-6, 11-12=-18 Drag: 5-6=-0, 9-10=0 46) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-58, 3-4=-35, 4-5=-58, 5-10=-35, 10-11=-44, 19-23=-35, 19-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 Horz: 1-2=5, 2-3=8, 3-4=15, 4-5=8, 10-11=6, 2-23=15, 11-12=5 Drag: 5-6=-0, 9-10=0 47) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-3=-44, 3-4=-44, 4-5=-44, 5-10=-35, 10-11=-58, 19-23=-35, 19-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 Horz: 1-2=-9, 2-3=-6, 3-4=6, 4-5=-6, 10-11=-8, 2-23=-5, 11-12=-15 Drag: 5-6=-0, 9-10=0 48) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-3=-35, 3-4=-35, 4-5=-35, 5-10=-44, 10-11=-44, 19-23=-35, 19-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 Horz: 1-2=-18, 2-3=-15, 3-4=15, 4-5=-15, 10-11=6, 2-23=13, 11-12=4 Drag: 5-6=-0 49) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-3=-44, 3-4=-44, 4-5=-44, 5-10=-44, 10-11=-35, 19-23=-35, 19-29=-50, 29-30=-35, 30-31=-50, 31-32=-35, 13-32=-50, 13-33=-35, 12-33=-50 Horz: 1-2=-9, 2-3=-6, 3-4=6, 4-5=-6, 10-11=15, 2-23=-4, 11-12=-13 Drag: 5-6=-0 50) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=-28, 3-4=-28, 4-5=-28, 5-10=-28, 10-11=-28, 12-23=-12 Horz: 1-2=-16, 2-3=16, 3-4=-16, 4-5=16, 10-11=-16, 2-23=16, 11-12=-16 Drag: 5-6=0, 9-10=-0 51) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 3-4=4, 4-5=4, 5-10=4, 10-11=4, 12-23=-12 Horz: 1-2=-16, 2-3=-16, 3-4=16, 4-5=-16, 10-11=16, 2-23=-16, 11-12=16 Drag: 5-6=-0, 9-10=0 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T14 Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605421 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-RAq6d5hQFSLDD9rhyR5xW3cz2SqOjSm7Yiz?KBzpmLs Scale = 1:90.0 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 31 26 27 28 29 30 3x8 5x6 3x6 12x18 MT18HS 3x8 MT18HS 3x4 4x6 3x16 MT18HS 2x4 5x12 6x16 3x6 4x10 3x6 2x4 6x10 4x6 6x6 6x8 6x6 7-4-67-4-6 14-6-37-1-14 18-1-83-7-5 27-11-09-9-8 37-8-89-9-8 43-8-86-0-0 44-2-80-6-0 49-11-05-8-8 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)-- [4:0-3-0,0-2-3], [10:0-5-12,0-2-0], [11:0-2-12,0-2-0], [12:Edge,0-2-0], [16:0-0-15,0-1-12], [21:0-1-4,0-0-0], [21:Edge,0-9-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.59 0.85 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.63 -1.06 0.12 (loc) 18-20 18-20 12 l/defl >940 >564 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 294 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-7,7-10: 2x4 SPF No.2, 10-11: 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 5-17: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-20,16-18,1-21,1-20,11-13: 2x3 SPF No.2 11-12: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-8 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. 1 Row at midpt 5-18 WEBS 1 Row at midpt 6-18, 6-16, 8-14, 9-14, 11-12, 10-13 REACTIONS. (size)21=0-5-8, 12=0-3-8 (req. 0-3-10) Max Horz 21=271(LC 9) Max Grav 21=2230(LC 2), 12=2297(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3187/0, 2-4=-3210/91, 4-5=-2515/56, 5-6=-2505/58, 6-8=-2387/30, 8-9=-1829/71, 9-10=-1831/70, 1-21=-2151/0, 11-12=-2180/0, 10-11=-1285/78 BOT CHORD 20-21=-255/383, 18-20=-154/2190, 5-18=-310/96, 14-16=-138/2257, 13-14=-64/991 WEBS 2-20=-497/239, 4-18=-96/1043, 16-18=-140/2499, 6-16=-437/108, 8-16=0/502, 8-14=-904/65, 9-14=-402/113, 10-14=-86/1706, 1-20=0/2359, 10-13=-1109/113, 11-13=-41/1693, 4-20=-159/822 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 3-1-4, Interior(1) 3-1-4 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 46-9-12, Exterior(2E) 46-9-12 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 12 greater than input bearing size. 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) Load case(s) 2, 16, 17, 18, 19, 20, 25, 26, 39, 40, 41, 42 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).Continued on page 2 February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T14 Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605421 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:55 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-RAq6d5hQFSLDD9rhyR5xW3cz2SqOjSm7Yiz?KBzpmLs LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-50, 4-10=-50, 19-21=-35, 19-26=-50, 18-26=-35, 17-27=-35, 27-28=-50, 28-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-22=10, 22-23=4, 4-23=14, 4-24=14, 24-25=4, 10-25=14, 18-21=-12, 12-17=-12, 10-31=14, 11-31=10 Horz: 1-22=-22, 22-23=-16, 4-23=-26, 1-21=-22, 11-12=22, 10-31=26, 11-31=22 Drag: 4-5=-0, 9-25=0, 10-25=0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-31, 4-10=-31, 18-21=-20, 12-17=-20, 10-11=-31 Horz: 1-4=11, 1-21=20, 11-12=-20, 10-11=-11 Drag: 4-5=0, 9-10=-0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-14, 4-10=16, 18-21=-12, 12-17=-12, 10-11=4 Horz: 1-4=2, 1-21=11, 11-12=15, 10-11=16 Drag: 4-5=-0, 9-10=0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 4-10=16, 18-21=-12, 12-17=-12, 10-11=-14 Horz: 1-4=-16, 1-21=-15, 11-12=-11, 10-11=-2 Drag: 4-5=-0, 9-10=0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-30, 4-10=-0, 18-21=-20, 12-17=-20, 10-11=-12 Horz: 1-4=10, 1-21=19, 11-12=7, 10-11=8 Drag: 4-5=-0, 9-10=0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-12, 4-10=-0, 18-21=-20, 12-17=-20, 10-11=-30 Horz: 1-4=-8, 1-21=-7, 11-12=-19, 10-11=-10 Drag: 4-5=-0, 9-10=0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=16, 4-10=4, 18-21=-12, 12-17=-12, 10-11=4 Horz: 1-4=-28, 1-21=10, 11-12=14, 10-11=16 Drag: 4-5=-0, 9-10=0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 4-10=4, 18-21=-12, 12-17=-12, 10-11=16 Horz: 1-4=-16, 1-21=-14, 11-12=-10, 10-11=28 Drag: 4-5=-0, 9-10=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=16, 4-10=4, 18-21=-12, 12-17=-12, 10-11=4 Horz: 1-4=-28, 1-21=10, 11-12=14, 10-11=16 Drag: 4-5=-0, 9-10=0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 4-10=4, 18-21=-12, 12-17=-12, 10-11=16 Horz: 1-4=-16, 1-21=-14, 11-12=-10, 10-11=28 Drag: 4-5=-0, 9-10=0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-0, 4-10=-12, 18-21=-20, 12-17=-20, 10-11=-12 Horz: 1-4=-20, 1-21=18, 11-12=6, 10-11=8 Drag: 4-5=-0, 9-10=0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-12, 4-10=-12, 18-21=-20, 12-17=-20, 10-11=-0 Horz: 1-4=-8, 1-21=-6, 11-12=-18, 10-11=20 Drag: 4-5=-0, 9-10=0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-20, 4-10=-20, 19-21=-40, 19-26=-60, 18-26=-40, 17-27=-40, 27-28=-60, 28-29=-40, 13-29=-60, 13-30=-40, 12-30=-60, 10-11=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T14 Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605421 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:55 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-RAq6d5hQFSLDD9rhyR5xW3cz2SqOjSm7Yiz?KBzpmLs LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-4=-58, 4-10=-35, 19-21=-35, 19-26=-50, 18-26=-35, 17-27=-35, 27-28=-50, 28-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-44 Horz: 1-4=8, 1-21=15, 11-12=5, 10-11=6 Drag: 4-5=-0, 9-10=0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-44, 4-10=-35, 19-21=-35, 19-26=-50, 18-26=-35, 17-27=-35, 27-28=-50, 28-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-58 Horz: 1-4=-6, 1-21=-5, 11-12=-15, 10-11=-8 Drag: 4-5=-0, 9-10=0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-35, 4-10=-44, 19-21=-35, 19-26=-50, 18-26=-35, 17-27=-35, 27-28=-50, 28-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-44 Horz: 1-4=-15, 1-21=13, 11-12=4, 10-11=6 Drag: 4-5=-0, 9-10=0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-44, 4-10=-44, 19-21=-35, 19-26=-50, 18-26=-35, 17-27=-35, 27-28=-50, 28-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-35 Horz: 1-4=-6, 1-21=-4, 11-12=-13, 10-11=15 Drag: 4-5=-0, 9-10=0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-10=-28, 18-21=-12, 12-17=-12, 10-11=-28 Horz: 1-4=16, 1-21=16, 11-12=-16, 10-11=-16 Drag: 4-5=0, 9-10=-0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 4-10=4, 18-21=-12, 12-17=-12, 10-11=4 Horz: 1-4=-16, 1-21=-16, 11-12=16, 10-11=16 Drag: 4-5=-0, 9-10=0 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-50, 4-10=-50, 19-21=-35, 19-26=-50, 18-26=-35, 17-27=-35, 27-28=-50, 28-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-20 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-20, 4-10=-50, 19-21=-35, 19-26=-50, 18-26=-35, 17-27=-35, 27-28=-50, 28-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-50 27) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-22=10, 22-23=4, 4-23=14, 4-24=14, 24-25=4, 10-25=14, 18-21=-12, 12-17=-12, 10-31=14, 11-31=10 Horz: 1-22=-22, 22-23=-16, 4-23=-26, 1-21=-22, 11-12=22, 10-31=26, 11-31=22 Drag: 4-5=-0, 9-25=0, 10-25=0 28) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-31, 4-10=-31, 18-21=-20, 12-17=-20, 10-11=-31 Horz: 1-4=11, 1-21=20, 11-12=-20, 10-11=-11 Drag: 4-5=0, 9-10=-0 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-14, 4-10=16, 18-21=-12, 12-17=-12, 10-11=4 Horz: 1-4=2, 1-21=11, 11-12=15, 10-11=16 Drag: 4-5=-0, 9-10=0 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 4-10=16, 18-21=-12, 12-17=-12, 10-11=-14 Horz: 1-4=-16, 1-21=-15, 11-12=-11, 10-11=-2 Drag: 4-5=-0, 9-10=0 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-30, 4-10=-0, 18-21=-20, 12-17=-20, 10-11=-12 Horz: 1-4=10, 1-21=19, 11-12=7, 10-11=8 Drag: 4-5=-0, 9-10=0 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-12, 4-10=-0, 18-21=-20, 12-17=-20, 10-11=-30 Horz: 1-4=-8, 1-21=-7, 11-12=-19, 10-11=-10 Drag: 4-5=-0, 9-10=0 33) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=16, 4-10=4, 18-21=-12, 12-17=-12, 10-11=4 Horz: 1-4=-28, 1-21=10, 11-12=14, 10-11=16 Drag: 4-5=-0, 9-10=0 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T14 Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605421 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:55 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-RAq6d5hQFSLDD9rhyR5xW3cz2SqOjSm7Yiz?KBzpmLs LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-4=4, 4-10=4, 18-21=-12, 12-17=-12, 10-11=16 Horz: 1-4=-16, 1-21=-14, 11-12=-10, 10-11=28 Drag: 4-5=-0, 9-10=0 35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=16, 4-10=4, 18-21=-12, 12-17=-12, 10-11=4 Horz: 1-4=-28, 1-21=10, 11-12=14, 10-11=16 Drag: 4-5=-0, 9-10=0 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 4-10=4, 18-21=-12, 12-17=-12, 10-11=16 Horz: 1-4=-16, 1-21=-14, 11-12=-10, 10-11=28 Drag: 4-5=-0, 9-10=0 37) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-0, 4-10=-12, 18-21=-20, 12-17=-20, 10-11=-12 Horz: 1-4=-20, 1-21=18, 11-12=6, 10-11=8 Drag: 4-5=-0, 9-10=0 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-12, 4-10=-12, 18-21=-20, 12-17=-20, 10-11=-0 Horz: 1-4=-8, 1-21=-6, 11-12=-18, 10-11=20 Drag: 4-5=-0, 9-10=0 39) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-58, 4-10=-35, 19-21=-35, 19-26=-50, 18-26=-35, 17-27=-35, 27-28=-50, 28-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-44 Horz: 1-4=8, 1-21=15, 11-12=5, 10-11=6 Drag: 4-5=-0, 9-10=0 40) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-44, 4-10=-35, 19-21=-35, 19-26=-50, 18-26=-35, 17-27=-35, 27-28=-50, 28-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-58 Horz: 1-4=-6, 1-21=-5, 11-12=-15, 10-11=-8 Drag: 4-5=-0, 9-10=0 41) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-35, 4-10=-44, 19-21=-35, 19-26=-50, 18-26=-35, 17-27=-35, 27-28=-50, 28-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-44 Horz: 1-4=-15, 1-21=13, 11-12=4, 10-11=6 Drag: 4-5=-0, 9-10=0 42) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-44, 4-10=-44, 19-21=-35, 19-26=-50, 18-26=-35, 17-27=-35, 27-28=-50, 28-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-35 Horz: 1-4=-6, 1-21=-4, 11-12=-13, 10-11=15 Drag: 4-5=-0, 9-10=0 43) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 4-10=-28, 18-21=-12, 12-17=-12, 10-11=-28 Horz: 1-4=16, 1-21=16, 11-12=-16, 10-11=-16 Drag: 4-5=0, 9-10=-0 44) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 4-10=4, 18-21=-12, 12-17=-12, 10-11=4 Horz: 1-4=-16, 1-21=-16, 11-12=16, 10-11=16 Drag: 4-5=-0, 9-10=0 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T15 Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605422 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-NZyt2njhn3bxSS?34s8PbUhGqGW?BOsP?0S6P3zpmLq Scale = 1:91.2 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 32 29 30 31 3x6 5x8 3x6 4x6 3x8 MT18HS 3x4 3x6 3x6 3x6 4x8 3x6 6x16 3x6 6x10 3x6 2x4 6x10 5x12 3x8 MT18HS 5x6 5x8 4x6 6x6 7-4-67-4-6 14-6-37-1-14 17-10-03-3-13 27-9-49-11-4 37-8-89-11-4 44-2-86-6-0 49-11-05-8-8 -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)-- [2:0-4-15,0-2-8], [5:0-5-12,0-2-0], [11:0-6-4,0-2-4], [12:Edge,0-1-12], [23:0-2-8,0-2-0] 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 0.76 0.84 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.59 0.13 (loc) 16-18 16-18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 296 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 15-17,17-19: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-23,3-21,18-20,2-23,12-14: 2x3 SPF No.2, 2-24: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-9 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 6-20 WEBS 1 Row at midpt 3-21, 7-20, 7-18, 9-16, 10-16, 12-13, 11-14 REACTIONS. (size)24=0-5-8, 13=0-3-8 (req. 0-3-9) Max Horz 24=283(LC 9) Max Grav 24=2242(LC 2), 13=2269(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3017/0, 3-5=-2693/39, 5-6=-2387/62, 6-7=-2383/62, 7-9=-2341/30, 9-10=-1802/71, 10-11=-1802/71, 2-24=-2123/0, 12-13=-2151/0, 11-12=-1259/78 BOT CHORD 23-24=-264/530, 21-23=-152/2425, 20-21=-146/2155, 6-20=-305/96, 16-18=-140/2220, 14-16=-63/972 WEBS 3-21=-452/138, 5-21=-8/540, 5-20=-152/819, 18-20=-189/2199, 7-18=-397/115, 9-18=0/468, 9-16=-872/65, 10-16=-422/118, 11-16=-90/1696, 2-23=0/2078, 11-14=-1103/111, 12-14=-38/1673 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 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 46-9-12, Exterior(2E) 46-9-12 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 13 greater than input bearing size. 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) Load case(s) 2, 16, 17, 18, 19, 20, 25, 26, 39, 40, 41, 42 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).Continued on page 2 February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T15 Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605422 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:57 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-NZyt2njhn3bxSS?34s8PbUhGqGW?BOsP?0S6P3zpmLq LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-5=-50, 5-11=-50, 23-24=-35, 22-23=-50, 20-22=-35, 19-29=-35, 29-30=-50, 15-30=-35, 14-15=-50, 14-31=-35, 13-31=-50, 11-12=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-25=10, 25-26=4, 5-26=14, 5-27=14, 27-28=4, 11-28=14, 20-24=-12, 13-19=-12, 11-32=14, 12-32=10 Horz: 1-2=-36, 2-25=-22, 25-26=-16, 5-26=-26, 2-24=-22, 12-13=22, 11-32=26, 12-32=22 Drag: 5-6=-0, 10-28=0, 11-28=0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-13, 2-5=-31, 5-11=-31, 20-24=-20, 13-19=-20, 11-12=-31 Horz: 1-2=-7, 2-5=11, 2-24=20, 12-13=-20, 11-12=-11 Drag: 5-6=0, 10-11=-0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-5=-14, 5-11=16, 20-24=-12, 13-19=-12, 11-12=4 Horz: 1-2=-7, 2-5=2, 2-24=11, 12-13=15, 11-12=16 Drag: 5-6=-0, 10-11=0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-11=16, 20-24=-12, 13-19=-12, 11-12=-14 Horz: 1-2=-12, 2-5=-16, 2-24=-15, 12-13=-11, 11-12=-2 Drag: 5-6=-0, 10-11=0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-5=-30, 5-11=-0, 20-24=-20, 13-19=-20, 11-12=-12 Horz: 1-2=6, 2-5=10, 2-24=19, 12-13=7, 11-12=8 Drag: 5-6=-0, 10-11=0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-12, 5-11=-0, 20-24=-20, 13-19=-20, 11-12=-30 Horz: 1-2=-12, 2-5=-8, 2-24=-7, 12-13=-19, 11-12=-10 Drag: 5-6=-0, 10-11=0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 5-11=4, 20-24=-12, 13-19=-12, 11-12=4 Horz: 1-2=-24, 2-5=-28, 2-24=10, 12-13=14, 11-12=16 Drag: 5-6=-0, 10-11=0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-11=4, 20-24=-12, 13-19=-12, 11-12=16 Horz: 1-2=-12, 2-5=-16, 2-24=-14, 12-13=-10, 11-12=28 Drag: 5-6=-0, 10-11=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 5-11=4, 20-24=-12, 13-19=-12, 11-12=4 Horz: 1-2=-24, 2-5=-28, 2-24=10, 12-13=14, 11-12=16 Drag: 5-6=-0, 10-11=0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-11=4, 20-24=-12, 13-19=-12, 11-12=16 Horz: 1-2=-12, 2-5=-16, 2-24=-14, 12-13=-10, 11-12=28 Drag: 5-6=-0, 10-11=0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-0, 5-11=-12, 20-24=-20, 13-19=-20, 11-12=-12 Horz: 1-2=-24, 2-5=-20, 2-24=18, 12-13=6, 11-12=8 Drag: 5-6=-0, 10-11=0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-12, 5-11=-12, 20-24=-20, 13-19=-20, 11-12=-0 Horz: 1-2=-12, 2-5=-8, 2-24=-6, 12-13=-18, 11-12=20 Drag: 5-6=-0, 10-11=0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-5=-20, 5-11=-20, 23-24=-40, 22-23=-60, 20-22=-40, 19-29=-40, 29-30=-60, 15-30=-40, 14-15=-60, 14-31=-40, 13-31=-60, 11-12=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T15 Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605422 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:57 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-NZyt2njhn3bxSS?34s8PbUhGqGW?BOsP?0S6P3zpmLq LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-55, 2-5=-58, 5-11=-35, 23-24=-35, 22-23=-50, 20-22=-35, 19-29=-35, 29-30=-50, 15-30=-35, 14-15=-50, 14-31=-35, 13-31=-50, 11-12=-44 Horz: 1-2=5, 2-5=8, 2-24=15, 12-13=5, 11-12=6 Drag: 5-6=-0, 10-11=0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-5=-44, 5-11=-35, 23-24=-35, 22-23=-50, 20-22=-35, 19-29=-35, 29-30=-50, 15-30=-35, 14-15=-50, 14-31=-35, 13-31=-50, 11-12=-58 Horz: 1-2=-9, 2-5=-6, 2-24=-5, 12-13=-15, 11-12=-8 Drag: 5-6=-0, 10-11=0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-5=-35, 5-11=-44, 23-24=-35, 22-23=-50, 20-22=-35, 19-29=-35, 29-30=-50, 15-30=-35, 14-15=-50, 14-31=-35, 13-31=-50, 11-12=-44 Horz: 1-2=-18, 2-5=-15, 2-24=13, 12-13=4, 11-12=6 Drag: 5-6=-0, 10-11=0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-5=-44, 5-11=-44, 23-24=-35, 22-23=-50, 20-22=-35, 19-29=-35, 29-30=-50, 15-30=-35, 14-15=-50, 14-31=-35, 13-31=-50, 11-12=-35 Horz: 1-2=-9, 2-5=-6, 2-24=-4, 12-13=-13, 11-12=15 Drag: 5-6=-0, 10-11=0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-28, 5-11=-28, 20-24=-12, 13-19=-12, 11-12=-28 Horz: 1-2=-16, 2-5=16, 2-24=16, 12-13=-16, 11-12=-16 Drag: 5-6=0, 10-11=-0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=4, 5-11=4, 20-24=-12, 13-19=-12, 11-12=4 Horz: 1-2=-16, 2-5=-16, 2-24=-16, 12-13=16, 11-12=16 Drag: 5-6=-0, 10-11=0 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-5=-50, 5-11=-50, 23-24=-35, 22-23=-50, 20-22=-35, 19-29=-35, 29-30=-50, 15-30=-35, 14-15=-50, 14-31=-35, 13-31=-50, 11-12=-20 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-20, 2-5=-20, 5-11=-50, 23-24=-35, 22-23=-50, 20-22=-35, 19-29=-35, 29-30=-50, 15-30=-35, 14-15=-50, 14-31=-35, 13-31=-50, 11-12=-50 27) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-25=10, 25-26=4, 5-26=14, 5-27=14, 27-28=4, 11-28=14, 20-24=-12, 13-19=-12, 11-32=14, 12-32=10 Horz: 1-2=-36, 2-25=-22, 25-26=-16, 5-26=-26, 2-24=-22, 12-13=22, 11-32=26, 12-32=22 Drag: 5-6=-0, 10-28=0, 11-28=0 28) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-13, 2-5=-31, 5-11=-31, 20-24=-20, 13-19=-20, 11-12=-31 Horz: 1-2=-7, 2-5=11, 2-24=20, 12-13=-20, 11-12=-11 Drag: 5-6=0, 10-11=-0 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-5=-14, 5-11=16, 20-24=-12, 13-19=-12, 11-12=4 Horz: 1-2=-7, 2-5=2, 2-24=11, 12-13=15, 11-12=16 Drag: 5-6=-0, 10-11=0 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-11=16, 20-24=-12, 13-19=-12, 11-12=-14 Horz: 1-2=-12, 2-5=-16, 2-24=-15, 12-13=-11, 11-12=-2 Drag: 5-6=-0, 10-11=0 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-5=-30, 5-11=-0, 20-24=-20, 13-19=-20, 11-12=-12 Horz: 1-2=6, 2-5=10, 2-24=19, 12-13=7, 11-12=8 Drag: 5-6=-0, 10-11=0 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-12, 5-11=-0, 20-24=-20, 13-19=-20, 11-12=-30 Horz: 1-2=-12, 2-5=-8, 2-24=-7, 12-13=-19, 11-12=-10 Drag: 5-6=-0, 10-11=0 33) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 5-11=4, 20-24=-12, 13-19=-12, 11-12=4 Horz: 1-2=-24, 2-5=-28, 2-24=10, 12-13=14, 11-12=16 Drag: 5-6=-0, 10-11=0 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T15 Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605422 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:57 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-NZyt2njhn3bxSS?34s8PbUhGqGW?BOsP?0S6P3zpmLq LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-11=4, 20-24=-12, 13-19=-12, 11-12=16 Horz: 1-2=-12, 2-5=-16, 2-24=-14, 12-13=-10, 11-12=28 Drag: 5-6=-0, 10-11=0 35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 5-11=4, 20-24=-12, 13-19=-12, 11-12=4 Horz: 1-2=-24, 2-5=-28, 2-24=10, 12-13=14, 11-12=16 Drag: 5-6=-0, 10-11=0 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-11=4, 20-24=-12, 13-19=-12, 11-12=16 Horz: 1-2=-12, 2-5=-16, 2-24=-14, 12-13=-10, 11-12=28 Drag: 5-6=-0, 10-11=0 37) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-0, 5-11=-12, 20-24=-20, 13-19=-20, 11-12=-12 Horz: 1-2=-24, 2-5=-20, 2-24=18, 12-13=6, 11-12=8 Drag: 5-6=-0, 10-11=0 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-12, 5-11=-12, 20-24=-20, 13-19=-20, 11-12=-0 Horz: 1-2=-12, 2-5=-8, 2-24=-6, 12-13=-18, 11-12=20 Drag: 5-6=-0, 10-11=0 39) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-58, 5-11=-35, 23-24=-35, 22-23=-50, 20-22=-35, 19-29=-35, 29-30=-50, 15-30=-35, 14-15=-50, 14-31=-35, 13-31=-50, 11-12=-44 Horz: 1-2=5, 2-5=8, 2-24=15, 12-13=5, 11-12=6 Drag: 5-6=-0, 10-11=0 40) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-5=-44, 5-11=-35, 23-24=-35, 22-23=-50, 20-22=-35, 19-29=-35, 29-30=-50, 15-30=-35, 14-15=-50, 14-31=-35, 13-31=-50, 11-12=-58 Horz: 1-2=-9, 2-5=-6, 2-24=-5, 12-13=-15, 11-12=-8 Drag: 5-6=-0, 10-11=0 41) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-5=-35, 5-11=-44, 23-24=-35, 22-23=-50, 20-22=-35, 19-29=-35, 29-30=-50, 15-30=-35, 14-15=-50, 14-31=-35, 13-31=-50, 11-12=-44 Horz: 1-2=-18, 2-5=-15, 2-24=13, 12-13=4, 11-12=6 Drag: 5-6=-0, 10-11=0 42) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-5=-44, 5-11=-44, 23-24=-35, 22-23=-50, 20-22=-35, 19-29=-35, 29-30=-50, 15-30=-35, 14-15=-50, 14-31=-35, 13-31=-50, 11-12=-35 Horz: 1-2=-9, 2-5=-6, 2-24=-4, 12-13=-13, 11-12=15 Drag: 5-6=-0, 10-11=0 43) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-28, 5-11=-28, 20-24=-12, 13-19=-12, 11-12=-28 Horz: 1-2=-16, 2-5=16, 2-24=16, 12-13=-16, 11-12=-16 Drag: 5-6=0, 10-11=-0 44) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=4, 5-11=4, 20-24=-12, 13-19=-12, 11-12=4 Horz: 1-2=-16, 2-5=-16, 2-24=-16, 12-13=16, 11-12=16 Drag: 5-6=-0, 10-11=0 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T16 Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605423 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Jx4dTTkxJgrfhm9SBGAtgvmYj3ARfH1iTKxCTyzpmLo Scale = 1:90.5 12 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 31 27 28 29 30 3x6 6x10 3x6 4x6 3x8 MT18HS 3x4 3x6 3x6 3x6 4x8 3x6 6x16 3x6 5x12 3x6 5x8 8x8 3x8 MT18HS 5x6 5x8 6x6 7-4-67-4-6 14-6-37-1-14 21-10-07-3-13 29-9-47-11-4 37-8-87-11-4 44-2-86-6-0 49-11-05-8-8 -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], [14:0-3-8,0-2-8], [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 0.99 0.97 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.53 0.14 (loc) 18-19 18-19 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 284 lb FT = 20% GRIP 197/144 197/144 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: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-2 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: 2-2-0 oc bracing: 19-21,18-19. 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 (req. 0-3-9) Max Horz 22=283(LC 9) Max Grav 22=2277(LC 2), 12=2288(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3065/0, 3-5=-2761/37, 5-6=-2636/69, 6-7=-2628/69, 7-9=-2324/44, 9-10=-1817/74, 2-22=-2154/0, 11-12=-2173/0, 10-11=-1272/78 BOT CHORD 21-22=-264/540, 19-21=-152/2464, 18-19=-145/2215, 6-18=-487/136, 14-16=-111/1817, 13-14=-63/983 WEBS 3-19=-430/143, 5-19=0/609, 5-18=-150/807, 16-18=-135/2262, 7-18=-51/517, 7-16=-852/163, 9-16=-47/925, 9-14=-1171/167, 10-14=-97/1705, 2-21=0/2105, 10-13=-1097/115, 11-13=-37/1691 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 12 greater than input bearing size. 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) Load case(s) 2, 16, 17, 18, 19, 20, 25, 26, 28, 29, 32, 33, 46, 47, 48, 49 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Except: Continued on page 2 February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T16 Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605423 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:59 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Jx4dTTkxJgrfhm9SBGAtgvmYj3ARfH1iTKxCTyzpmLo LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-5=-50, 5-10=-50, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-23=10, 23-24=4, 5-24=14, 5-25=14, 25-26=4, 10-26=14, 18-22=-12, 12-17=-12, 10-31=14, 11-31=10 Horz: 1-2=-36, 2-23=-22, 23-24=-16, 5-24=-26, 2-22=-22, 11-12=22, 10-31=26, 11-31=22 Drag: 5-25=-0, 6-25=-0, 9-26=0, 10-26=0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-13, 2-5=-31, 5-10=-31, 18-22=-20, 12-17=-20, 10-11=-31 Horz: 1-2=-7, 2-5=11, 2-22=20, 11-12=-20, 10-11=-11 Drag: 5-6=0, 9-10=-0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-5=-14, 5-10=16, 18-22=-12, 12-17=-12, 10-11=4 Horz: 1-2=-7, 2-5=2, 2-22=11, 11-12=15, 10-11=16 Drag: 5-6=-0, 9-10=0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-10=16, 18-22=-12, 12-17=-12, 10-11=-14 Horz: 1-2=-12, 2-5=-16, 2-22=-15, 11-12=-11, 10-11=-2 Drag: 5-6=-0, 9-10=0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-5=-30, 5-10=-0, 18-22=-20, 12-17=-20, 10-11=-12 Horz: 1-2=6, 2-5=10, 2-22=19, 11-12=7, 10-11=8 Drag: 5-6=-0, 9-10=0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-12, 5-10=-0, 18-22=-20, 12-17=-20, 10-11=-30 Horz: 1-2=-12, 2-5=-8, 2-22=-7, 11-12=-19, 10-11=-10 Drag: 5-6=-0, 9-10=0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 5-10=4, 18-22=-12, 12-17=-12, 10-11=4 Horz: 1-2=-24, 2-5=-28, 2-22=10, 11-12=14, 10-11=16 Drag: 5-6=-0, 9-10=0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-10=4, 18-22=-12, 12-17=-12, 10-11=16 Horz: 1-2=-12, 2-5=-16, 2-22=-14, 11-12=-10, 10-11=28 Drag: 5-6=-0, 9-10=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 5-10=4, 18-22=-12, 12-17=-12, 10-11=4 Horz: 1-2=-24, 2-5=-28, 2-22=10, 11-12=14, 10-11=16 Drag: 5-6=-0, 9-10=0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-10=4, 18-22=-12, 12-17=-12, 10-11=16 Horz: 1-2=-12, 2-5=-16, 2-22=-14, 11-12=-10, 10-11=28 Drag: 5-6=-0, 9-10=0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-0, 5-10=-12, 18-22=-20, 12-17=-20, 10-11=-12 Horz: 1-2=-24, 2-5=-20, 2-22=18, 11-12=6, 10-11=8 Drag: 5-6=-0, 9-10=0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-12, 5-10=-12, 18-22=-20, 12-17=-20, 10-11=-0 Horz: 1-2=-12, 2-5=-8, 2-22=-6, 11-12=-18, 10-11=20 Drag: 5-6=-0, 9-10=0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-5=-20, 5-10=-20, 21-22=-40, 20-21=-60, 19-20=-40, 19-27=-60, 18-27=-40, 17-28=-40, 14-28=-60, 14-29=-40, 13-29=-60, 13-30=-40, 12-30=-60, 10-11=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T16 Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605423 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:59 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Jx4dTTkxJgrfhm9SBGAtgvmYj3ARfH1iTKxCTyzpmLo LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-55, 2-5=-58, 5-10=-35, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-44 Horz: 1-2=5, 2-5=8, 2-22=15, 11-12=5, 10-11=6 Drag: 5-6=-0, 9-10=0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-5=-44, 5-10=-35, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-58 Horz: 1-2=-9, 2-5=-6, 2-22=-5, 11-12=-15, 10-11=-8 Drag: 5-6=-0, 9-10=0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-5=-35, 5-10=-44, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-44 Horz: 1-2=-18, 2-5=-15, 2-22=13, 11-12=4, 10-11=6 Drag: 9-10=0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-5=-44, 5-10=-44, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-35 Horz: 1-2=-9, 2-5=-6, 2-22=-4, 11-12=-13, 10-11=15 Drag: 9-10=0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-28, 5-10=-28, 18-22=-12, 12-17=-12, 10-11=-28 Horz: 1-2=-16, 2-5=16, 2-22=16, 11-12=-16, 10-11=-16 Drag: 5-6=0, 9-10=-0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=4, 5-10=4, 18-22=-12, 12-17=-12, 10-11=4 Horz: 1-2=-16, 2-5=-16, 2-22=-16, 11-12=16, 10-11=16 Drag: 5-6=-0, 9-10=0 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-5=-50, 5-10=-50, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-20 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-20, 2-5=-20, 5-10=-50, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-50 28) Reversal: Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-5=-50, 5-10=-50, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-50 29) Reversal: Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-5=-20, 5-10=-20, 21-22=-40, 20-21=-60, 19-20=-40, 19-27=-60, 18-27=-40, 17-28=-40, 14-28=-60, 14-29=-40, 13-29=-60, 13-30=-40, 12-30=-60, 10-11=-20 32) Reversal: 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-5=-50, 5-10=-50, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-20 33) Reversal: 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-20, 2-5=-20, 5-10=-50, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-50 34) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-23=10, 23-24=4, 5-24=14, 5-25=14, 25-26=4, 10-26=14, 18-22=-12, 12-17=-12, 10-31=14, 11-31=10 Horz: 1-2=-36, 2-23=-22, 23-24=-16, 5-24=-26, 2-22=-22, 11-12=22, 10-31=26, 11-31=22 Drag: 5-25=-0, 6-25=-0, 9-26=0, 10-26=0 35) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-13, 2-5=-31, 5-10=-31, 18-22=-20, 12-17=-20, 10-11=-31 Horz: 1-2=-7, 2-5=11, 2-22=20, 11-12=-20, 10-11=-11 Drag: 5-6=0, 9-10=-0 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-5=-14, 5-10=16, 18-22=-12, 12-17=-12, 10-11=4 Horz: 1-2=-7, 2-5=2, 2-22=11, 11-12=15, 10-11=16 Drag: 5-6=-0, 9-10=0 37) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T16 Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605423 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:59 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Jx4dTTkxJgrfhm9SBGAtgvmYj3ARfH1iTKxCTyzpmLo LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-10=16, 18-22=-12, 12-17=-12, 10-11=-14 Horz: 1-2=-12, 2-5=-16, 2-22=-15, 11-12=-11, 10-11=-2 Drag: 5-6=-0, 9-10=0 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-5=-30, 5-10=-0, 18-22=-20, 12-17=-20, 10-11=-12 Horz: 1-2=6, 2-5=10, 2-22=19, 11-12=7, 10-11=8 Drag: 5-6=-0, 9-10=0 39) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-12, 5-10=-0, 18-22=-20, 12-17=-20, 10-11=-30 Horz: 1-2=-12, 2-5=-8, 2-22=-7, 11-12=-19, 10-11=-10 Drag: 5-6=-0, 9-10=0 40) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 5-10=4, 18-22=-12, 12-17=-12, 10-11=4 Horz: 1-2=-24, 2-5=-28, 2-22=10, 11-12=14, 10-11=16 Drag: 5-6=-0, 9-10=0 41) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-10=4, 18-22=-12, 12-17=-12, 10-11=16 Horz: 1-2=-12, 2-5=-16, 2-22=-14, 11-12=-10, 10-11=28 Drag: 5-6=-0, 9-10=0 42) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 5-10=4, 18-22=-12, 12-17=-12, 10-11=4 Horz: 1-2=-24, 2-5=-28, 2-22=10, 11-12=14, 10-11=16 Drag: 5-6=-0, 9-10=0 43) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-10=4, 18-22=-12, 12-17=-12, 10-11=16 Horz: 1-2=-12, 2-5=-16, 2-22=-14, 11-12=-10, 10-11=28 Drag: 5-6=-0, 9-10=0 44) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-0, 5-10=-12, 18-22=-20, 12-17=-20, 10-11=-12 Horz: 1-2=-24, 2-5=-20, 2-22=18, 11-12=6, 10-11=8 Drag: 5-6=-0, 9-10=0 45) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-12, 5-10=-12, 18-22=-20, 12-17=-20, 10-11=-0 Horz: 1-2=-12, 2-5=-8, 2-22=-6, 11-12=-18, 10-11=20 Drag: 5-6=-0, 9-10=0 46) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-58, 5-10=-35, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-44 Horz: 1-2=5, 2-5=8, 2-22=15, 11-12=5, 10-11=6 Drag: 5-6=-0, 9-10=0 47) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-5=-44, 5-10=-35, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-58 Horz: 1-2=-9, 2-5=-6, 2-22=-5, 11-12=-15, 10-11=-8 Drag: 5-6=-0, 9-10=0 48) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-5=-35, 5-10=-44, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-44 Horz: 1-2=-18, 2-5=-15, 2-22=13, 11-12=4, 10-11=6 Drag: 9-10=0 49) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-5=-44, 5-10=-44, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-35 Horz: 1-2=-9, 2-5=-6, 2-22=-4, 11-12=-13, 10-11=15 Drag: 9-10=0 50) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 5 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T16 Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605423 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:40:59 2021 Page 5 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Jx4dTTkxJgrfhm9SBGAtgvmYj3ARfH1iTKxCTyzpmLo LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=4, 2-5=-28, 5-10=-28, 18-22=-12, 12-17=-12, 10-11=-28 Horz: 1-2=-16, 2-5=16, 2-22=16, 11-12=-16, 10-11=-16 Drag: 5-6=0, 9-10=-0 51) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=4, 5-10=4, 18-22=-12, 12-17=-12, 10-11=4 Horz: 1-2=-16, 2-5=-16, 2-22=-16, 11-12=16, 10-11=16 Drag: 5-6=-0, 9-10=0 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T16A Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605424 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-FKCOu9mBrI6Nx4JqJhCMmKsuDtrv7BX?weQJYqzpmLm Scale = 1:90.5 12 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 31 27 28 29 30 3x6 6x10 3x6 4x6 3x8 MT18HS 3x4 3x6 3x6 3x6 4x8 3x6 6x16 3x6 5x12 3x6 5x8 8x8 3x8 MT18HS 5x6 5x8 6x6 7-4-67-4-6 14-6-37-1-14 21-10-07-3-13 29-9-47-11-4 37-8-87-11-4 44-2-86-6-0 49-11-05-8-8 -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], [14:0-3-8,0-2-8], [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 0.99 0.97 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.53 0.14 (loc) 18-19 18-19 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 284 lb FT = 20% GRIP 197/144 197/144 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: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-2 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: 2-2-0 oc bracing: 19-21,18-19. 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 (req. 0-3-9) Max Horz 22=283(LC 9) Max Grav 22=2277(LC 2), 12=2287(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3065/0, 3-5=-2761/37, 5-6=-2636/69, 6-7=-2628/69, 7-9=-2323/44, 9-10=-1817/74, 2-22=-2154/0, 11-12=-2173/0, 10-11=-1272/78 BOT CHORD 21-22=-264/540, 19-21=-152/2464, 18-19=-145/2215, 6-18=-487/136, 14-16=-111/1817, 13-14=-63/982 WEBS 3-19=-430/143, 5-19=0/609, 5-18=-150/807, 16-18=-135/2261, 7-18=-51/517, 7-16=-852/163, 9-16=-47/925, 9-14=-1171/167, 10-14=-97/1705, 2-21=0/2105, 10-13=-1097/115, 11-13=-37/1691 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 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 46-9-12, Exterior(2E) 46-9-12 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 12 greater than input bearing size. 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) Load case(s) 2, 16, 17, 18, 19, 20, 25, 26, 28, 29, 32, 33, 46, 47, 48, 49 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Except: Continued on page 2 February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T16A Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605424 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:01 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-FKCOu9mBrI6Nx4JqJhCMmKsuDtrv7BX?weQJYqzpmLm LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-5=-50, 5-10=-50, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-23=10, 23-24=4, 5-24=14, 5-25=14, 25-26=4, 10-26=14, 18-22=-12, 12-17=-12, 10-31=14, 11-31=10 Horz: 1-2=-36, 2-23=-22, 23-24=-16, 5-24=-26, 2-22=-22, 11-12=22, 10-31=26, 11-31=22 Drag: 5-25=-0, 6-25=-0, 9-26=0, 10-26=0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-13, 2-5=-31, 5-10=-31, 18-22=-20, 12-17=-20, 10-11=-31 Horz: 1-2=-7, 2-5=11, 2-22=20, 11-12=-20, 10-11=-11 Drag: 5-6=0, 9-10=-0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-5=-14, 5-10=16, 18-22=-12, 12-17=-12, 10-11=4 Horz: 1-2=-7, 2-5=2, 2-22=11, 11-12=15, 10-11=16 Drag: 5-6=-0, 9-10=0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-10=16, 18-22=-12, 12-17=-12, 10-11=-14 Horz: 1-2=-12, 2-5=-16, 2-22=-15, 11-12=-11, 10-11=-2 Drag: 5-6=-0, 9-10=0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-5=-30, 5-10=-0, 18-22=-20, 12-17=-20, 10-11=-12 Horz: 1-2=6, 2-5=10, 2-22=19, 11-12=7, 10-11=8 Drag: 5-6=-0, 9-10=0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-12, 5-10=-0, 18-22=-20, 12-17=-20, 10-11=-30 Horz: 1-2=-12, 2-5=-8, 2-22=-7, 11-12=-19, 10-11=-10 Drag: 5-6=-0, 9-10=0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 5-10=4, 18-22=-12, 12-17=-12, 10-11=4 Horz: 1-2=-24, 2-5=-28, 2-22=10, 11-12=14, 10-11=16 Drag: 5-6=-0, 9-10=0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-10=4, 18-22=-12, 12-17=-12, 10-11=16 Horz: 1-2=-12, 2-5=-16, 2-22=-14, 11-12=-10, 10-11=28 Drag: 5-6=-0, 9-10=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 5-10=4, 18-22=-12, 12-17=-12, 10-11=4 Horz: 1-2=-24, 2-5=-28, 2-22=10, 11-12=14, 10-11=16 Drag: 5-6=-0, 9-10=0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-10=4, 18-22=-12, 12-17=-12, 10-11=16 Horz: 1-2=-12, 2-5=-16, 2-22=-14, 11-12=-10, 10-11=28 Drag: 5-6=-0, 9-10=0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-0, 5-10=-12, 18-22=-20, 12-17=-20, 10-11=-12 Horz: 1-2=-24, 2-5=-20, 2-22=18, 11-12=6, 10-11=8 Drag: 5-6=-0, 9-10=0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-12, 5-10=-12, 18-22=-20, 12-17=-20, 10-11=-0 Horz: 1-2=-12, 2-5=-8, 2-22=-6, 11-12=-18, 10-11=20 Drag: 5-6=-0, 9-10=0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-5=-20, 5-10=-20, 21-22=-40, 20-21=-60, 19-20=-40, 19-27=-60, 18-27=-40, 17-28=-40, 14-28=-60, 14-29=-40, 13-29=-60, 13-30=-40, 12-30=-60, 10-11=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T16A Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605424 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:01 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-FKCOu9mBrI6Nx4JqJhCMmKsuDtrv7BX?weQJYqzpmLm LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-55, 2-5=-58, 5-10=-35, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-44 Horz: 1-2=5, 2-5=8, 2-22=15, 11-12=5, 10-11=6 Drag: 5-6=-0, 9-10=0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-5=-44, 5-10=-35, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-58 Horz: 1-2=-9, 2-5=-6, 2-22=-5, 11-12=-15, 10-11=-8 Drag: 5-6=-0, 9-10=0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-5=-35, 5-10=-44, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-44 Horz: 1-2=-18, 2-5=-15, 2-22=13, 11-12=4, 10-11=6 Drag: 9-10=0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-5=-44, 5-10=-44, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-35 Horz: 1-2=-9, 2-5=-6, 2-22=-4, 11-12=-13, 10-11=15 Drag: 9-10=0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-28, 5-10=-28, 18-22=-12, 12-17=-12, 10-11=-28 Horz: 1-2=-16, 2-5=16, 2-22=16, 11-12=-16, 10-11=-16 Drag: 5-6=0, 9-10=-0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=4, 5-10=4, 18-22=-12, 12-17=-12, 10-11=4 Horz: 1-2=-16, 2-5=-16, 2-22=-16, 11-12=16, 10-11=16 Drag: 5-6=-0, 9-10=0 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-5=-50, 5-10=-50, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-20 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-20, 2-5=-20, 5-10=-50, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-50 28) Reversal: Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-5=-50, 5-10=-50, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-50 29) Reversal: Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-5=-20, 5-10=-20, 21-22=-40, 20-21=-60, 19-20=-40, 19-27=-60, 18-27=-40, 17-28=-40, 14-28=-60, 14-29=-40, 13-29=-60, 13-30=-40, 12-30=-60, 10-11=-20 32) Reversal: 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-5=-50, 5-10=-50, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-20 33) Reversal: 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-20, 2-5=-20, 5-10=-50, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-50 34) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-23=10, 23-24=4, 5-24=14, 5-25=14, 25-26=4, 10-26=14, 18-22=-12, 12-17=-12, 10-31=14, 11-31=10 Horz: 1-2=-36, 2-23=-22, 23-24=-16, 5-24=-26, 2-22=-22, 11-12=22, 10-31=26, 11-31=22 Drag: 5-25=-0, 6-25=-0, 9-26=0, 10-26=0 35) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-13, 2-5=-31, 5-10=-31, 18-22=-20, 12-17=-20, 10-11=-31 Horz: 1-2=-7, 2-5=11, 2-22=20, 11-12=-20, 10-11=-11 Drag: 5-6=0, 9-10=-0 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-5=-14, 5-10=16, 18-22=-12, 12-17=-12, 10-11=4 Horz: 1-2=-7, 2-5=2, 2-22=11, 11-12=15, 10-11=16 Drag: 5-6=-0, 9-10=0 37) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T16A Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605424 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:01 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-FKCOu9mBrI6Nx4JqJhCMmKsuDtrv7BX?weQJYqzpmLm LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-10=16, 18-22=-12, 12-17=-12, 10-11=-14 Horz: 1-2=-12, 2-5=-16, 2-22=-15, 11-12=-11, 10-11=-2 Drag: 5-6=-0, 9-10=0 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-5=-30, 5-10=-0, 18-22=-20, 12-17=-20, 10-11=-12 Horz: 1-2=6, 2-5=10, 2-22=19, 11-12=7, 10-11=8 Drag: 5-6=-0, 9-10=0 39) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-12, 5-10=-0, 18-22=-20, 12-17=-20, 10-11=-30 Horz: 1-2=-12, 2-5=-8, 2-22=-7, 11-12=-19, 10-11=-10 Drag: 5-6=-0, 9-10=0 40) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 5-10=4, 18-22=-12, 12-17=-12, 10-11=4 Horz: 1-2=-24, 2-5=-28, 2-22=10, 11-12=14, 10-11=16 Drag: 5-6=-0, 9-10=0 41) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-10=4, 18-22=-12, 12-17=-12, 10-11=16 Horz: 1-2=-12, 2-5=-16, 2-22=-14, 11-12=-10, 10-11=28 Drag: 5-6=-0, 9-10=0 42) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 5-10=4, 18-22=-12, 12-17=-12, 10-11=4 Horz: 1-2=-24, 2-5=-28, 2-22=10, 11-12=14, 10-11=16 Drag: 5-6=-0, 9-10=0 43) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-10=4, 18-22=-12, 12-17=-12, 10-11=16 Horz: 1-2=-12, 2-5=-16, 2-22=-14, 11-12=-10, 10-11=28 Drag: 5-6=-0, 9-10=0 44) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-0, 5-10=-12, 18-22=-20, 12-17=-20, 10-11=-12 Horz: 1-2=-24, 2-5=-20, 2-22=18, 11-12=6, 10-11=8 Drag: 5-6=-0, 9-10=0 45) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-12, 5-10=-12, 18-22=-20, 12-17=-20, 10-11=-0 Horz: 1-2=-12, 2-5=-8, 2-22=-6, 11-12=-18, 10-11=20 Drag: 5-6=-0, 9-10=0 46) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-58, 5-10=-35, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-44 Horz: 1-2=5, 2-5=8, 2-22=15, 11-12=5, 10-11=6 Drag: 5-6=-0, 9-10=0 47) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-5=-44, 5-10=-35, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-58 Horz: 1-2=-9, 2-5=-6, 2-22=-5, 11-12=-15, 10-11=-8 Drag: 5-6=-0, 9-10=0 48) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-5=-35, 5-10=-44, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-44 Horz: 1-2=-18, 2-5=-15, 2-22=13, 11-12=4, 10-11=6 Drag: 9-10=0 49) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-5=-44, 5-10=-44, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-35 Horz: 1-2=-9, 2-5=-6, 2-22=-4, 11-12=-13, 10-11=15 Drag: 9-10=0 50) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 5 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T16A Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605424 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:01 2021 Page 5 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-FKCOu9mBrI6Nx4JqJhCMmKsuDtrv7BX?weQJYqzpmLm LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=4, 2-5=-28, 5-10=-28, 18-22=-12, 12-17=-12, 10-11=-28 Horz: 1-2=-16, 2-5=16, 2-22=16, 11-12=-16, 10-11=-16 Drag: 5-6=0, 9-10=-0 51) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=4, 5-10=4, 18-22=-12, 12-17=-12, 10-11=4 Horz: 1-2=-16, 2-5=-16, 2-22=-16, 11-12=16, 10-11=16 Drag: 5-6=-0, 9-10=0 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T16B Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605425 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-CjJ8IqnSNvM4ANTDQ6EqrlxEogXSb43INyvQcjzpmLk Scale = 1:91.0 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 31 27 28 29 30 3x6 6x10 3x6 3x6 3x8 MT18HS 3x4 3x6 3x6 3x6 4x8 3x6 6x16 3x6 5x12 3x6 5x8 5x12 3x8 MT18HS 5x6 5x8 6x6 7-4-67-4-6 14-6-37-1-14 21-10-07-3-13 29-9-47-11-4 37-8-87-11-4 44-2-86-6-0 49-11-05-8-8 -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], [14:0-3-8,0-2-8], [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 0.98 0.96 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.52 0.14 (loc) 18-19 18-19 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 285 lb FT = 20% GRIP 197/144 197/144 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 2-7-10 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: 2-2-0 oc bracing: 19-21,18-19. 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 (req. 0-3-9) Max Horz 22=283(LC 9) Max Grav 22=2278(LC 2), 12=2284(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3033/0, 3-5=-2747/37, 5-6=-2627/69, 6-7=-2619/69, 7-9=-2318/44, 9-10=-1814/74, 2-22=-2157/0, 11-12=-2170/0, 10-11=-1270/78 BOT CHORD 21-22=-264/513, 19-21=-153/2438, 18-19=-145/2204, 6-18=-487/136, 14-16=-111/1813, 13-14=-63/981 WEBS 3-19=-412/143, 5-19=0/598, 5-18=-149/811, 16-18=-136/2256, 7-18=-51/512, 7-16=-848/163, 9-16=-47/921, 9-14=-1168/167, 10-14=-97/1701, 2-21=0/2108, 10-13=-1094/115, 11-13=-37/1689 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 12 greater than input bearing size. 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) Load case(s) 2, 16, 17, 18, 19, 20, 25, 26, 28, 29, 32, 33, 46, 47, 48, 49 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Except: Continued on page 2 February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T16B Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605425 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:04 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-gvtWWAo48DUxoX1P_qm3NyUPY4thKXIRccez99zpmLj LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-5=-50, 5-10=-50, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-23=10, 23-24=4, 5-24=14, 5-25=14, 25-26=4, 10-26=14, 18-22=-12, 12-17=-12, 10-31=14, 11-31=10 Horz: 1-2=-36, 2-23=-22, 23-24=-16, 5-24=-26, 2-22=-22, 11-12=22, 10-31=26, 11-31=22 Drag: 5-25=-0, 6-25=-0, 9-26=0, 10-26=0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-13, 2-5=-31, 5-10=-31, 18-22=-20, 12-17=-20, 10-11=-31 Horz: 1-2=-7, 2-5=11, 2-22=20, 11-12=-20, 10-11=-11 Drag: 5-6=0, 9-10=-0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-5=-14, 5-10=16, 18-22=-12, 12-17=-12, 10-11=4 Horz: 1-2=-7, 2-5=2, 2-22=11, 11-12=15, 10-11=16 Drag: 5-6=-0, 9-10=0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-10=16, 18-22=-12, 12-17=-12, 10-11=-14 Horz: 1-2=-12, 2-5=-16, 2-22=-15, 11-12=-11, 10-11=-2 Drag: 5-6=-0, 9-10=0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-5=-30, 5-10=-0, 18-22=-20, 12-17=-20, 10-11=-12 Horz: 1-2=6, 2-5=10, 2-22=19, 11-12=7, 10-11=8 Drag: 5-6=-0, 9-10=0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-12, 5-10=-0, 18-22=-20, 12-17=-20, 10-11=-30 Horz: 1-2=-12, 2-5=-8, 2-22=-7, 11-12=-19, 10-11=-10 Drag: 5-6=-0, 9-10=0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 5-10=4, 18-22=-12, 12-17=-12, 10-11=4 Horz: 1-2=-24, 2-5=-28, 2-22=10, 11-12=14, 10-11=16 Drag: 5-6=-0, 9-10=0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-10=4, 18-22=-12, 12-17=-12, 10-11=16 Horz: 1-2=-12, 2-5=-16, 2-22=-14, 11-12=-10, 10-11=28 Drag: 5-6=-0, 9-10=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 5-10=4, 18-22=-12, 12-17=-12, 10-11=4 Horz: 1-2=-24, 2-5=-28, 2-22=10, 11-12=14, 10-11=16 Drag: 5-6=-0, 9-10=0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-10=4, 18-22=-12, 12-17=-12, 10-11=16 Horz: 1-2=-12, 2-5=-16, 2-22=-14, 11-12=-10, 10-11=28 Drag: 5-6=-0, 9-10=0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-0, 5-10=-12, 18-22=-20, 12-17=-20, 10-11=-12 Horz: 1-2=-24, 2-5=-20, 2-22=18, 11-12=6, 10-11=8 Drag: 5-6=-0, 9-10=0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-12, 5-10=-12, 18-22=-20, 12-17=-20, 10-11=-0 Horz: 1-2=-12, 2-5=-8, 2-22=-6, 11-12=-18, 10-11=20 Drag: 5-6=-0, 9-10=0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-5=-20, 5-10=-20, 21-22=-40, 20-21=-60, 19-20=-40, 19-27=-60, 18-27=-40, 17-28=-40, 14-28=-60, 14-29=-40, 13-29=-60, 13-30=-40, 12-30=-60, 10-11=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T16B Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605425 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:04 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-gvtWWAo48DUxoX1P_qm3NyUPY4thKXIRccez99zpmLj LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-55, 2-5=-58, 5-10=-35, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-44 Horz: 1-2=5, 2-5=8, 2-22=15, 11-12=5, 10-11=6 Drag: 5-6=-0, 9-10=0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-5=-44, 5-10=-35, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-58 Horz: 1-2=-9, 2-5=-6, 2-22=-5, 11-12=-15, 10-11=-8 Drag: 5-6=-0, 9-10=0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-5=-35, 5-10=-44, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-44 Horz: 1-2=-18, 2-5=-15, 2-22=13, 11-12=4, 10-11=6 Drag: 9-10=0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-5=-44, 5-10=-44, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-35 Horz: 1-2=-9, 2-5=-6, 2-22=-4, 11-12=-13, 10-11=15 Drag: 9-10=0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-28, 5-10=-28, 18-22=-12, 12-17=-12, 10-11=-28 Horz: 1-2=-16, 2-5=16, 2-22=16, 11-12=-16, 10-11=-16 Drag: 5-6=0, 9-10=-0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=4, 5-10=4, 18-22=-12, 12-17=-12, 10-11=4 Horz: 1-2=-16, 2-5=-16, 2-22=-16, 11-12=16, 10-11=16 Drag: 5-6=-0, 9-10=0 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-5=-50, 5-10=-50, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-20 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-20, 2-5=-20, 5-10=-50, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-50 28) Reversal: Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-5=-50, 5-10=-50, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-50 29) Reversal: Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-5=-20, 5-10=-20, 21-22=-40, 20-21=-60, 19-20=-40, 19-27=-60, 18-27=-40, 17-28=-40, 14-28=-60, 14-29=-40, 13-29=-60, 13-30=-40, 12-30=-60, 10-11=-20 32) Reversal: 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-5=-50, 5-10=-50, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-20 33) Reversal: 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-20, 2-5=-20, 5-10=-50, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-50 34) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-23=10, 23-24=4, 5-24=14, 5-25=14, 25-26=4, 10-26=14, 18-22=-12, 12-17=-12, 10-31=14, 11-31=10 Horz: 1-2=-36, 2-23=-22, 23-24=-16, 5-24=-26, 2-22=-22, 11-12=22, 10-31=26, 11-31=22 Drag: 5-25=-0, 6-25=-0, 9-26=0, 10-26=0 35) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-13, 2-5=-31, 5-10=-31, 18-22=-20, 12-17=-20, 10-11=-31 Horz: 1-2=-7, 2-5=11, 2-22=20, 11-12=-20, 10-11=-11 Drag: 5-6=0, 9-10=-0 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-5=-14, 5-10=16, 18-22=-12, 12-17=-12, 10-11=4 Horz: 1-2=-7, 2-5=2, 2-22=11, 11-12=15, 10-11=16 Drag: 5-6=-0, 9-10=0 37) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T16B Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605425 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:04 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-gvtWWAo48DUxoX1P_qm3NyUPY4thKXIRccez99zpmLj LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-10=16, 18-22=-12, 12-17=-12, 10-11=-14 Horz: 1-2=-12, 2-5=-16, 2-22=-15, 11-12=-11, 10-11=-2 Drag: 5-6=-0, 9-10=0 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-5=-30, 5-10=-0, 18-22=-20, 12-17=-20, 10-11=-12 Horz: 1-2=6, 2-5=10, 2-22=19, 11-12=7, 10-11=8 Drag: 5-6=-0, 9-10=0 39) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-12, 5-10=-0, 18-22=-20, 12-17=-20, 10-11=-30 Horz: 1-2=-12, 2-5=-8, 2-22=-7, 11-12=-19, 10-11=-10 Drag: 5-6=-0, 9-10=0 40) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 5-10=4, 18-22=-12, 12-17=-12, 10-11=4 Horz: 1-2=-24, 2-5=-28, 2-22=10, 11-12=14, 10-11=16 Drag: 5-6=-0, 9-10=0 41) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-10=4, 18-22=-12, 12-17=-12, 10-11=16 Horz: 1-2=-12, 2-5=-16, 2-22=-14, 11-12=-10, 10-11=28 Drag: 5-6=-0, 9-10=0 42) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 5-10=4, 18-22=-12, 12-17=-12, 10-11=4 Horz: 1-2=-24, 2-5=-28, 2-22=10, 11-12=14, 10-11=16 Drag: 5-6=-0, 9-10=0 43) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-10=4, 18-22=-12, 12-17=-12, 10-11=16 Horz: 1-2=-12, 2-5=-16, 2-22=-14, 11-12=-10, 10-11=28 Drag: 5-6=-0, 9-10=0 44) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-0, 5-10=-12, 18-22=-20, 12-17=-20, 10-11=-12 Horz: 1-2=-24, 2-5=-20, 2-22=18, 11-12=6, 10-11=8 Drag: 5-6=-0, 9-10=0 45) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-12, 5-10=-12, 18-22=-20, 12-17=-20, 10-11=-0 Horz: 1-2=-12, 2-5=-8, 2-22=-6, 11-12=-18, 10-11=20 Drag: 5-6=-0, 9-10=0 46) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-58, 5-10=-35, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-44 Horz: 1-2=5, 2-5=8, 2-22=15, 11-12=5, 10-11=6 Drag: 5-6=-0, 9-10=0 47) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-5=-44, 5-10=-35, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-58 Horz: 1-2=-9, 2-5=-6, 2-22=-5, 11-12=-15, 10-11=-8 Drag: 5-6=-0, 9-10=0 48) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-5=-35, 5-10=-44, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-44 Horz: 1-2=-18, 2-5=-15, 2-22=13, 11-12=4, 10-11=6 Drag: 9-10=0 49) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-5=-44, 5-10=-44, 21-22=-35, 20-21=-50, 19-20=-35, 19-27=-50, 18-27=-35, 17-28=-35, 14-28=-50, 14-29=-35, 13-29=-50, 13-30=-35, 12-30=-50, 10-11=-35 Horz: 1-2=-9, 2-5=-6, 2-22=-4, 11-12=-13, 10-11=15 Drag: 9-10=0 50) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 5 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T16B Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605425 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:04 2021 Page 5 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-gvtWWAo48DUxoX1P_qm3NyUPY4thKXIRccez99zpmLj LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=4, 2-5=-28, 5-10=-28, 18-22=-12, 12-17=-12, 10-11=-28 Horz: 1-2=-16, 2-5=16, 2-22=16, 11-12=-16, 10-11=-16 Drag: 5-6=0, 9-10=-0 51) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=4, 5-10=4, 18-22=-12, 12-17=-12, 10-11=4 Horz: 1-2=-16, 2-5=-16, 2-22=-16, 11-12=16, 10-11=16 Drag: 5-6=-0, 9-10=0 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T17 Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605426 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-85RujWpivWcoPhccYXHIwA0aIUDu3zvbrGOXhczpmLi Scale = 1:97.2 12 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 28 29 30 31 32 33 3x6 6x10 3x6 8x14 MT18HS 8x8 5x6 4x6 3x8 MT18HS 3x4 4x6 3x8 MT18HS 3x6 4x8 3x6 6x16 3x6 5x12 3x6 8x8 3x8 MT18HS 8x8 6x6 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], [9:0-11-12,0-2-0], [12:Edge,0-1-12], [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 0.98 0.97 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.52 0.15 (loc) 19-20 19-20 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 294 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, 9-10,10-11: 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: 2x6 SPF No.2 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: 2-2-0 oc bracing: 20-22,19-20. 1 Row at midpt 6-19 WEBS 1 Row at midpt 3-20, 8-17, 9-15, 12-13 2 Rows at 1/3 pts 10-14 REACTIONS. (size)23=0-5-8, 13=0-3-8 (req. 0-3-9) Max Horz 23=285(LC 9) Max Grav 23=2275(LC 2), 13=2254(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3061/10, 3-5=-2758/76, 5-6=-2635/93, 6-8=-2626/93, 8-9=-2316/105, 9-10=-2145/119, 10-11=-722/105, 11-12=-894/114, 2-23=-2152/37, 12-13=-2231/10 BOT CHORD 22-23=-266/541, 20-22=-145/2461, 19-20=-137/2213, 6-19=-490/137, 15-17=-78/1713, 14-15=-70/1662 WEBS 3-20=-427/142, 5-20=0/606, 5-19=-137/809, 17-19=-123/2238, 8-19=-54/532, 8-17=-920/186, 9-17=-73/1072, 9-15=-155/256, 10-15=-36/363, 10-14=-1935/44, 11-14=-13/314, 2-22=0/2102, 12-14=-8/1845 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 13 greater than input bearing size. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T17A Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605427 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-4UZf8CqyR8sWf?m_fyJm?b6wtIvMXsJuIatdlUzpmLg Scale = 1:91.1 12 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 28 29 30 31 3x6 6x10 3x6 8x14 MT18HS 8x8 4x6 3x8 MT18HS 3x4 3x6 3x8 MT18HS 3x6 4x8 3x6 6x16 3x6 5x12 3x6 8x8 8x8 8x8 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], [9:0-11-12,0-2-0], [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 0.98 0.97 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.53 0.14 (loc) 18-19 18-19 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 278 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-7,1-4: 2x4 SPF No.2, 9-10,10-11: 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: 2x6 SPF No.2 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: 2-2-0 oc bracing: 19-21,18-19. 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 (req. 0-3-9) Max Horz 22=213(LC 10) Max Grav 22=2270(LC 2), 12=2271(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3054/0, 3-5=-2751/66, 5-6=-2626/80, 6-8=-2618/80, 8-9=-2306/72, 9-10=-2130/51, 10-11=-1397/0, 2-22=-2147/31 BOT CHORD 21-22=-267/504, 19-21=-53/2456, 18-19=-33/2207, 6-18=-490/137, 14-16=0/1695, 13-14=0/1428 WEBS 3-19=-427/143, 5-19=0/606, 5-18=-129/803, 16-18=-24/2230, 8-18=-42/533, 8-16=-922/179, 9-16=-81/1088, 10-14=-33/506, 10-13=-1780/62, 11-13=0/2454, 2-21=0/2097, 11-12=-2167/12 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 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 46-9-12, Exterior(2E) 46-9-12 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 12 greater than input bearing size. 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) Load case(s) 2, 16, 17, 18, 19, 20, 25, 26, 39, 40, 41, 42 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).Continued on page 2 February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T17A Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605427 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:08 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Yg71MYraBR_NG8LADfq?Yoe5dhEbGJZ1XEcBIwzpmLf LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-5=-50, 5-9=-50, 9-10=-50, 10-11=-50, 21-22=-35, 21-27=-50, 19-27=-35, 19-28=-50, 18-28=-35, 17-29=-35, 14-29=-50, 14-30=-35, 13-30=-50, 13-31=-35, 12-31=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-23=10, 5-23=14, 5-24=14, 24-25=10, 9-25=14, 9-26=14, 10-26=10, 10-11=10, 18-22=-12, 12-17=-12 Horz: 1-2=-36, 2-23=-22, 5-23=-26, 9-26=26, 10-26=22, 2-22=-22 Drag: 5-6=-0, 8-25=0, 9-25=0, 10-11=0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-5=-35, 5-9=-35, 9-10=-35, 10-11=-35, 18-22=-20, 12-17=-20 Horz: 1-2=-11, 2-5=15, 9-10=-15, 2-22=20 Drag: 5-6=0, 8-9=-0, 10-11=-0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-5=-14, 5-9=16, 9-10=4, 10-11=4, 18-22=-12, 12-17=-12 Horz: 1-2=-7, 2-5=2, 9-10=16, 2-22=11 Drag: 5-6=-0, 8-9=0, 10-11=0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-9=16, 9-10=-14, 10-11=16, 18-22=-12, 12-17=-12 Horz: 1-2=-12, 2-5=-16, 9-10=-2, 2-22=-15 Drag: 5-6=-0, 8-9=0, 10-11=0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-5=-30, 5-9=-0, 9-10=-12, 10-11=-12, 18-22=-20, 12-17=-20 Horz: 1-2=6, 2-5=10, 9-10=8, 2-22=19 Drag: 5-6=-0, 8-9=0, 10-11=0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-12, 5-9=-0, 9-10=-30, 10-11=-0, 18-22=-20, 12-17=-20 Horz: 1-2=-12, 2-5=-8, 9-10=-10, 2-22=-7 Drag: 5-6=-0, 8-9=0, 10-11=0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 5-9=4, 9-10=4, 10-11=4, 18-22=-12, 12-17=-12 Horz: 1-2=-24, 2-5=-28, 9-10=16, 2-22=10 Drag: 5-6=-0, 8-9=0, 10-11=0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-9=4, 9-10=16, 10-11=16, 18-22=-12, 12-17=-12 Horz: 1-2=-12, 2-5=-16, 9-10=28, 2-22=-14 Drag: 5-6=-0, 8-9=0, 10-11=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 5-9=4, 9-10=4, 10-11=4, 18-22=-12, 12-17=-12 Horz: 1-2=-24, 2-5=-28, 9-10=16, 2-22=10 Drag: 5-6=-0, 8-9=0, 10-11=0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-9=4, 9-10=16, 10-11=16, 18-22=-12, 12-17=-12 Horz: 1-2=-12, 2-5=-16, 9-10=28, 2-22=-14 Drag: 5-6=-0, 8-9=0, 10-11=0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-0, 5-9=-12, 9-10=-12, 10-11=-12, 18-22=-20, 12-17=-20 Horz: 1-2=-24, 2-5=-20, 9-10=8, 2-22=18 Drag: 5-6=-0, 8-9=0, 10-11=0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-12, 5-9=-12, 9-10=-0, 10-11=-0, 18-22=-20, 12-17=-20 Horz: 1-2=-12, 2-5=-8, 9-10=20, 2-22=-6 Drag: 5-6=-0, 8-9=0, 10-11=0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-5=-20, 5-9=-20, 9-10=-20, 10-11=-20, 21-22=-40, 21-27=-60, 19-27=-40, 19-28=-60, 18-28=-40, 17-29=-40 , 14-29=-60, 14-30=-40, 13-30=-60, 13-31=-40, 12-31=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T17A Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605427 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:08 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Yg71MYraBR_NG8LADfq?Yoe5dhEbGJZ1XEcBIwzpmLf LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-55, 2-5=-58, 5-9=-35, 9-10=-44, 10-11=-44, 21-22=-35, 21-27=-50, 19-27=-35, 19-28=-50, 18-28=-35, 17-29=-35, 14-29=-50, 14-30=-35, 13-30=-50, 13-31=-35, 12-31=-50 Horz: 1-2=5, 2-5=8, 9-10=6, 2-22=15 Drag: 5-6=-0, 8-9=0, 10-11=0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-5=-44, 5-9=-35, 9-10=-58, 10-11=-35, 21-22=-35, 21-27=-50, 19-27=-35, 19-28=-50, 18-28=-35, 17-29=-35, 14-29=-50, 14-30=-35, 13-30=-50, 13-31=-35, 12-31=-50 Horz: 1-2=-9, 2-5=-6, 9-10=-8, 2-22=-5 Drag: 5-6=-0, 8-9=0, 10-11=0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-5=-35, 5-9=-44, 9-10=-44, 10-11=-44, 21-22=-35, 21-27=-50, 19-27=-35, 19-28=-50, 18-28=-35, 17-29=-35, 14-29=-50, 14-30=-35, 13-30=-50, 13-31=-35, 12-31=-50 Horz: 1-2=-18, 2-5=-15, 9-10=6, 2-22=13 Drag: 8-9=0, 10-11=0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-5=-44, 5-9=-44, 9-10=-35, 10-11=-35, 21-22=-35, 21-27=-50, 19-27=-35, 19-28=-50, 18-28=-35, 17-29=-35, 14-29=-50, 14-30=-35, 13-30=-50, 13-31=-35, 12-31=-50 Horz: 1-2=-9, 2-5=-6, 9-10=15, 2-22=-4 Drag: 8-9=0, 10-11=0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-28, 5-9=-28, 9-10=-28, 10-11=-28, 18-22=-12, 12-17=-12 Horz: 1-2=-16, 2-5=16, 9-10=-16, 2-22=16 Drag: 5-6=0, 8-9=-0, 10-11=-0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=4, 5-9=4, 9-10=4, 10-11=4, 18-22=-12, 12-17=-12 Horz: 1-2=-16, 2-5=-16, 9-10=16, 2-22=-16 Drag: 5-6=-0, 8-9=0, 10-11=0 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-5=-50, 5-9=-50, 9-10=-20, 10-11=-20, 21-22=-35, 21-27=-50, 19-27=-35, 19-28=-50, 18-28=-35, 17-29=-35, 14-29=-50, 14-30=-35, 13-30=-50, 13-31=-35, 12-31=-50 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-20, 2-5=-20, 5-9=-50, 9-10=-50, 10-11=-50, 21-22=-35, 21-27=-50, 19-27=-35, 19-28=-50, 18-28=-35, 17-29=-35, 14-29=-50, 14-30=-35, 13-30=-50, 13-31=-35, 12-31=-50 27) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-23=10, 5-23=14, 5-24=14, 24-25=10, 9-25=14, 9-26=14, 10-26=10, 10-11=10, 18-22=-12, 12-17=-12 Horz: 1-2=-36, 2-23=-22, 5-23=-26, 9-26=26, 10-26=22, 2-22=-22 Drag: 5-6=-0, 8-25=0, 9-25=0, 10-11=0 28) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-5=-35, 5-9=-35, 9-10=-35, 10-11=-35, 18-22=-20, 12-17=-20 Horz: 1-2=-11, 2-5=15, 9-10=-15, 2-22=20 Drag: 5-6=0, 8-9=-0, 10-11=-0 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-5=-14, 5-9=16, 9-10=4, 10-11=4, 18-22=-12, 12-17=-12 Horz: 1-2=-7, 2-5=2, 9-10=16, 2-22=11 Drag: 5-6=-0, 8-9=0, 10-11=0 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-9=16, 9-10=-14, 10-11=16, 18-22=-12, 12-17=-12 Horz: 1-2=-12, 2-5=-16, 9-10=-2, 2-22=-15 Drag: 5-6=-0, 8-9=0, 10-11=0 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-5=-30, 5-9=-0, 9-10=-12, 10-11=-12, 18-22=-20, 12-17=-20 Horz: 1-2=6, 2-5=10, 9-10=8, 2-22=19 Drag: 5-6=-0, 8-9=0, 10-11=0 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-12, 5-9=-0, 9-10=-30, 10-11=-0, 18-22=-20, 12-17=-20 Horz: 1-2=-12, 2-5=-8, 9-10=-10, 2-22=-7 Drag: 5-6=-0, 8-9=0, 10-11=0 33) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T17A Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605427 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:08 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-Yg71MYraBR_NG8LADfq?Yoe5dhEbGJZ1XEcBIwzpmLf LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 5-9=4, 9-10=4, 10-11=4, 18-22=-12, 12-17=-12 Horz: 1-2=-24, 2-5=-28, 9-10=16, 2-22=10 Drag: 5-6=-0, 8-9=0, 10-11=0 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-9=4, 9-10=16, 10-11=16, 18-22=-12, 12-17=-12 Horz: 1-2=-12, 2-5=-16, 9-10=28, 2-22=-14 Drag: 5-6=-0, 8-9=0, 10-11=0 35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-5=16, 5-9=4, 9-10=4, 10-11=4, 18-22=-12, 12-17=-12 Horz: 1-2=-24, 2-5=-28, 9-10=16, 2-22=10 Drag: 5-6=-0, 8-9=0, 10-11=0 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-5=4, 5-9=4, 9-10=16, 10-11=16, 18-22=-12, 12-17=-12 Horz: 1-2=-12, 2-5=-16, 9-10=28, 2-22=-14 Drag: 5-6=-0, 8-9=0, 10-11=0 37) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-0, 5-9=-12, 9-10=-12, 10-11=-12, 18-22=-20, 12-17=-20 Horz: 1-2=-24, 2-5=-20, 9-10=8, 2-22=18 Drag: 5-6=-0, 8-9=0, 10-11=0 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-5=-12, 5-9=-12, 9-10=-0, 10-11=-0, 18-22=-20, 12-17=-20 Horz: 1-2=-12, 2-5=-8, 9-10=20, 2-22=-6 Drag: 5-6=-0, 8-9=0, 10-11=0 39) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-58, 5-9=-35, 9-10=-44, 10-11=-44, 21-22=-35, 21-27=-50, 19-27=-35, 19-28=-50, 18-28=-35, 17-29=-35, 14-29=-50, 14-30=-35, 13-30=-50, 13-31=-35, 12-31=-50 Horz: 1-2=5, 2-5=8, 9-10=6, 2-22=15 Drag: 5-6=-0, 8-9=0, 10-11=0 40) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-5=-44, 5-9=-35, 9-10=-58, 10-11=-35, 21-22=-35, 21-27=-50, 19-27=-35, 19-28=-50, 18-28=-35, 17-29=-35, 14-29=-50, 14-30=-35, 13-30=-50, 13-31=-35, 12-31=-50 Horz: 1-2=-9, 2-5=-6, 9-10=-8, 2-22=-5 Drag: 5-6=-0, 8-9=0, 10-11=0 41) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-5=-35, 5-9=-44, 9-10=-44, 10-11=-44, 21-22=-35, 21-27=-50, 19-27=-35, 19-28=-50, 18-28=-35, 17-29=-35, 14-29=-50, 14-30=-35, 13-30=-50, 13-31=-35, 12-31=-50 Horz: 1-2=-18, 2-5=-15, 9-10=6, 2-22=13 Drag: 8-9=0, 10-11=0 42) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-5=-44, 5-9=-44, 9-10=-35, 10-11=-35, 21-22=-35, 21-27=-50, 19-27=-35, 19-28=-50, 18-28=-35, 17-29=-35 , 14-29=-50, 14-30=-35, 13-30=-50, 13-31=-35, 12-31=-50 Horz: 1-2=-9, 2-5=-6, 9-10=15, 2-22=-4 Drag: 8-9=0, 10-11=0 43) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=-28, 5-9=-28, 9-10=-28, 10-11=-28, 18-22=-12, 12-17=-12 Horz: 1-2=-16, 2-5=16, 9-10=-16, 2-22=16 Drag: 5-6=0, 8-9=-0, 10-11=-0 44) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=4, 5-9=4, 9-10=4, 10-11=4, 18-22=-12, 12-17=-12 Horz: 1-2=-16, 2-5=-16, 9-10=16, 2-22=-16 Drag: 5-6=-0, 8-9=0, 10-11=0 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T17B Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605428 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-0shPZusCyl6EuIwNnNLE40BGI5ao?o5BmuMkqNzpmLe Scale = 1:93.7 12 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 28 29 30 31 32 3x6 6x10 3x6 7x16 MT18HS 10x10 3x4 5x10 MT18HS 4x6 3x8 MT18HS 3x4 4x6 3x8 MT18HS 3x6 4x8 3x6 6x16 3x6 5x12 3x6 4x6 6x6 8x8 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], [11:0-3-8,Edge], [12:Edge,0-2-8], [13:Edge,0-1-12], [14:0-2-8,0-3-0], [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 0.98 0.97 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.50 0.16 (loc) 19-20 19-20 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 2100F 1.8E *Except* 5-7,1-4: 2x4 SPF No.2, 9-11,11-12: 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: 2x6 SPF No.2 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 2-2-0 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 (req. 0-3-9), 23=0-5-8 Max Horz 23=254(LC 9) Max Grav 13=2259(LC 2), 23=2275(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3061/14, 3-5=-2758/81, 5-6=-2635/98, 6-8=-2626/99, 8-9=-2315/113, 9-10=-2130/113, 10-11=-1126/100, 2-23=-2152/40 BOT CHORD 22-23=-235/543, 20-22=-95/2461, 19-20=-85/2213, 6-19=-490/137, 15-17=0/1719, 14-15=0/1494, 13-14=0/849 WEBS 3-20=-427/142, 5-20=0/606, 5-19=-137/808, 17-19=-58/2232, 8-19=-61/534, 8-17=-922/193, 9-17=-98/1061, 10-15=-76/540, 10-14=-1336/0, 11-14=0/1520, 11-13=-2441/0, 2-22=0/2102 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 13 greater than input bearing size. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T18 Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605429 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-zFoA_ZuTUMMy7c4luoOiARGcmvGHTi3TDCrrvFzpmLc Scale = 1:92.0 12 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 28 29 30 31 32 3x6 6x10 3x6 5x8 3x4 4x6 3x8 MT18HS 3x4 4x6 3x6 3x6 4x8 3x6 6x16 3x6 5x12 3x6 3x8 8x8 5x10 MT18HS 7-4-57-4-5 14-6-37-1-14 21-10-07-3-13 30-3-48-5-4 38-8-88-5-4 49-11-011-2-8 -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 0.99 0.97 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.61 -0.98 0.15 (loc) 12-13 12-13 12 l/defl >982 >604 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 264 lb FT = 20% GRIP 169/123 169/123 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: 2x6 SPF No.2 11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 18-20,17-18. 1 Row at midpt 6-17 WEBS 1 Row at midpt 3-18, 8-15, 9-13 2 Rows at 1/3 pts 10-12 REACTIONS. (size)21=0-5-8, 12=0-3-8 (req. 0-3-9) Max Horz 21=248(LC 9) Max Grav 21=2273(LC 2), 12=2271(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3058/0, 3-5=-2755/0, 5-6=-2631/18, 6-8=-2622/19, 8-9=-2306/27, 9-10=-2146/38, 2-21=-2150/0 BOT CHORD 20-21=-229/543, 18-20=-87/2459, 17-18=-77/2211, 6-17=-488/136, 13-15=0/1717, 12-13=0/1367 WEBS 3-18=-427/142, 5-18=0/606, 5-17=-137/806, 15-17=-54/2216, 8-17=-58/539, 8-15=-944/194, 9-15=-112/1054, 10-13=-48/667, 2-20=0/2100, 10-12=-2306/0 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 12 greater than input bearing size. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T19 Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605430 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-vewwPFvj0zcgNwE80DQAFsMydiyXxbNmhVKyz8zpmLa Scale = 1:105.8 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 28 29 30 31 32 3x6 5x10 MT18HS 3x6 5x10 MT18HS 3x6 5x10 MT18HS 3x6 3x4 3x4 12x18 MT18HS 3x6 4x8 4x8 3x6 3x6 3x6 4x10 6x16 3x6 6x8 3x16 MT18HS 5x6 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 40-7-0 2-10-8 46-10-7 6-3-7 53-7-0 6-8-9 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 53-7-0 6-8-9 54-6-0 0-11-0 2-3-1412-0-01-1-01-0-012-0-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14], [4:0-6-8,0-1-12], [8:0-6-0,0-1-8], [14:Edge,0-10-2], [14:0-1-12,0-0-0], [15:0-2-8,0-2-8], [18:0-1-12,0-1-12], [23:0-2-8,0-2-0] 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 0.90 0.98 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.52 -0.88 0.15 (loc) 19-21 19-21 14 l/defl >999 >724 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 279 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6,1-3,6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 17-20,20-22: 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 1-24,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-2-4 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 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 (req. 0-3-13) Max Horz 24=-229(LC 8) Max Grav 24=2421(LC 2), 14=2438(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2835/33, 2-4=-2802/98, 4-5=-2256/114, 5-7=-2845/94, 7-8=-2338/108, 8-9=-3024/137, 9-11=-3116/71, 11-12=-3326/3, 1-24=-2292/14, 12-14=-2329/30 BOT CHORD 23-24=-188/266, 21-23=-51/2280, 19-21=-25/2732, 18-19=0/2773, 9-16=-269/143, 15-16=0/2690, 14-15=-46/330 WEBS 2-23=-392/65, 4-21=0/1171, 5-21=-951/144, 5-19=0/421, 7-19=-20/313, 7-18=-863/148, 16-18=0/2470, 8-16=-100/1218, 11-16=-316/120, 1-23=0/2258, 12-15=0/2394, 8-18=-41/392 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 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) The Fabrication Tolerance at joint 12 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) WARNING: Required bearing size at joint(s) 14 greater than input bearing size. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T20 Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605431 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-NqUIcbwLnHkX_3oKZwxPn3u9H6Kfg1Lwv93VVazpmLZ Scale = 1:105.2 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 28 29 30 31 32 3x6 6x10 4x6 8x8 3x6 4x6 3x6 3x4 3x4 6x10 4x6 3x6 4x8 3x8 3x6 3x6 4x8 3x6 6x8 3x8 MT18HS 6x8 5x8 2x4 5x8 1-6-113-8-0 7-9-17-9-1 14-6-36-9-3 22-2-157-8-12 29-11-127-8-12 38-8-88-8-12 39-11-01-2-8 46-10-76-11-7 53-7-06-8-9 7-9-1 7-9-1 14-6-3 6-9-3 22-2-15 7-8-12 29-11-12 7-8-12 38-8-8 8-8-12 46-10-7 8-1-15 53-7-0 6-8-9 2-3-1412-0-01-1-01-0-012-0-08.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-1-8], [6:0-3-0,Edge], [8:Edge,0-3-8], [13:0-2-8,0-2-8], [14:0-3-0,0-3-0], [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 0.78 0.80 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.55 0.16 (loc) 16-17 16-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 284 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-8: 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 21-23,15-24: 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: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-11 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=190(LC 9) Max Grav 23=2401(LC 2), 12=2394(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2789/20, 2-4=-2745/92, 4-5=-2211/109, 5-7=-2736/100, 7-8=-2426/95, 8-10=-3036/65, 10-11=-3334/0, 1-23=-2277/10, 11-12=-2302/0 BOT CHORD 22-23=-177/260, 20-22=-48/2240, 19-20=-12/2729, 17-19=0/2775, 13-14=0/2710 WEBS 2-22=-391/73, 4-20=0/1129, 5-20=-1016/116, 5-19=0/467, 7-14=-665/135, 10-14=-443/145, 1-22=0/2208, 11-13=0/2503, 8-14=0/1202, 14-17=0/2707 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior(1) 3-2-12 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 50-4-4, Exterior(2E) 50-4-4 to 53-4-4 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T21 Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605432 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-JDc31HxbJu?EENyjhLzttUzVywz88xZCNTYcaTzpmLX Scale = 1:114.6 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 31 32 29 30 3x6 10x10 5x10 MT18HS 5x8 3x6 5x10 MT18HS 3x6 4x6 3x8 MT18HS5x12 3x6 4x8 5x12 3x6 5x8 3x8 3x6 3x6 5x12 6x8 3x8 MT18HS 2x4 3x6 6x16 7x16 MT18HS0-2-50-2-513-8-013-4-140-4-37-9-1 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 38-6-8 8-1-0 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 21-5-3 5-8-0 22-3-8 0-10-5 23-4-8 1-1-0 30-5-8 7-1-0 38-6-8 8-1-0 42-4-14 3-10-6 47-9-13 5-4-15 53-7-0 5-9-3 2-3-1411-11-012-10-01-1-01-0-012-10-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14], [4:0-6-0,0-1-8], [5:0-7-12,0-2-0], [6:0-6-15,Edge], [8:0-4-9,Edge], [14:0-2-8,0-1-8], [15:0-4-0,0-0-8], [16:0-5-8,0-2-0], [17:Edge,0-2-8], [19:0-3-8,0-2-8], [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 0.83 0.99 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.65 0.17 (loc) 13-14 13-14 13 l/defl >999 >988 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 306 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-6: 2x6 SPF No.2, 10-12,4-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 23-25,17-20: 2x4 SPF No.2, 15-17: 2x3 SPF No.2 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, 6-22: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-9 max.): 6-8, 4-5. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-22, 6-21, 7-21, 7-19, 7-16, 9-16, 6-22 2 Rows at 1/3 pts 11-13 REACTIONS. (size)25=Mechanical, 13=0-3-8 Max Horz 25=206(LC 9) Max Uplift 13=-33(LC 11) Max Grav 25=2392(LC 2), 13=2350(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2817/32, 2-4=-2710/115, 5-6=-2069/136, 6-7=-2732/118, 7-8=-2358/158, 8-9=-2901/162, 9-11=-3176/104, 11-12=-604/31, 1-25=-2277/18, 4-5=-2176/133, 12-13=-451/44 BOT CHORD 22-24=-29/2345, 21-22=0/2735, 19-21=0/2747, 18-19=0/356, 17-18=0/281, 15-16=0/2297, 14-15=0/2577, 13-14=-31/2539 WEBS 2-24=-366/91, 2-22=-266/168, 5-22=-27/1090, 6-21=-23/404, 7-16=-633/107, 9-14=0/397, 1-24=0/2262, 16-18=0/262, 8-16=0/1289, 9-16=-538/80, 16-19=0/2408, 6-22=-1943/114, 4-22=0/1118, 11-13=-2750/77 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 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) Bearing capacity is increased by the plate at joint(s) 13. Plate must be within 1/4 in of bearing surface. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13. 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.Continued on page 2 February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T21 Truss Type PIGGYBACK BASE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605432 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:16 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-JDc31HxbJu?EENyjhLzttUzVywz88xZCNTYcaTzpmLX NOTES-(12-13) 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.). 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T22 Truss Type ROOF SPECIAL Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605433 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-GbjpSzzsrWFyTh65om0Lyv3qcjhycqLVqn1jeLzpmLV Scale = 1:102.8 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 30 31 32 33 3x6 6x8 8x8 6x8 3x6 4x6 3x8 MT18HS 3x6 5x6 3x6 4x8 3x6 5x8 6x10 3x6 6x8 6x10 3x8 6x8 5x12 6x8 3x8 MT18HS 5x12 0-2-50-2-57-9-0 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)-- [4:0-4-9,Edge], [5:0-4-9,Edge], [9:0-4-9,Edge], [14:0-7-4,0-4-8], [15:Edge,0-2-8], [16:0-2-8,0-3-0], [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 0.88 0.84 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.64 0.17 (loc) 16-17 12-13 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 295 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-6: 2x6 SPF No.2, 6-9,9-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 21-23: 2x4 SPF No.2, 8-15: 2x3 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-22,6-17,7-16,8-13,9-13,10-13,1-22: 2x3 SPF No.2 1-23,11-12: 2x6 SPF No.2, 10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 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 2 Rows at 1/3 pts 10-12 REACTIONS. (size)23=Mechanical, 12=0-3-8 (req. 0-3-11) Max Horz 23=201(LC 9) Max Uplift 12=-32(LC 11) Max Grav 23=2396(LC 2), 12=2344(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2788/43, 2-4=-2727/124, 4-5=-2588/141, 5-6=-3179/136, 6-7=-3448/94, 7-8=-2931/128, 8-9=-2558/117, 9-10=-3157/101, 10-11=-584/21, 1-23=-2275/28, 11-12=-435/37 BOT CHORD 22-23=-187/261, 20-22=-4/2309, 19-20=0/2177, 17-19=0/3446, 16-17=0/3253, 8-14=-19/1059, 13-14=0/2922, 12-13=-35/2502 WEBS 2-22=-383/85, 4-20=-21/471, 4-19=-74/896, 5-19=0/1415, 6-19=-2057/134, 7-17=-24/403, 7-16=-349/77, 14-16=0/3090, 7-14=-520/32, 8-13=-1381/108, 9-13=0/1559, 1-22=0/2217, 10-12=-2733/89 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior(1) 3-2-12 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 50-4-4, Exterior(2E) 50-4-4 to 53-4-4 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 12 greater than input bearing size. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T22 Truss Type ROOF SPECIAL Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605433 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:18 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-GbjpSzzsrWFyTh65om0Lyv3qcjhycqLVqn1jeLzpmLV 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.). 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T23 Truss Type ROOF SPECIAL Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605434 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-C_rZte?6N7Vgj_GUwB2p1K89FXL?4kroI5WpjEzpmLT Scale = 1:102.2 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 29 30 31 6x8 5x6 10x10 6x8 8x8 5x10 MT18HS 3x8 MT18HS 3x8 MT18HS 3x4 4x6 3x6 4x8 5x8 4x8 2x4 8x8 6x10 6x10 3x6 6x10 4x8 3x16 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)-- [1:Edge,0-1-14], [5:0-6-9,Edge], [9:0-4-9,Edge], [11:Edge,0-2-0], [12:0-2-8,0-2-0], [13:0-4-0,0-2-12], [14:0-3-8,Edge], [15:0-2-8,0-2-0], [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 0.93 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.48 -0.93 0.17 (loc) 14-15 14-15 11 l/defl >999 >683 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 263 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 3-5,6-9: 2x4 SPF No.2, 5-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 19-22,11-13: 2x4 SPF No.2, 8-14: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-20,4-17,13-15: 2x4 SPF No.2, 6-17,1-22: 2x4 SPF-S Stud 10-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-5, 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 12-13. WEBS 1 Row at midpt 2-20, 4-20 2 Rows at 1/3 pts 6-17 REACTIONS. (size)22=Mechanical, 11=0-3-8 (req. 0-3-11) Max Horz 22=160(LC 9) Max Uplift 11=-19(LC 11) Max Grav 22=2351(LC 2), 11=2334(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2739/39, 2-3=-2723/108, 3-4=-2214/106, 4-5=-3208/103, 5-6=-3912/92, 6-7=-4421/44, 7-8=-3965/67, 8-9=-3980/68, 9-10=-3269/46, 1-22=-2221/27, 10-11=-2206/62 BOT CHORD 20-21=-32/2196, 18-20=0/3002, 17-18=0/3002, 15-17=0/4423, 14-15=0/289, 8-13=-355/99, 12-13=0/2637, 11-12=-72/403 WEBS 2-21=-397/68, 3-20=0/1235, 4-20=-1396/23, 4-18=0/453, 4-17=-81/427, 5-17=0/1875, 6-17=-2312/77, 6-15=-358/67, 7-15=0/335, 13-15=0/4048, 7-13=-567/24, 9-13=-44/1947, 1-21=0/2164, 10-12=0/2276 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 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 50-4-4, Exterior(2E) 50-4-4 to 53-4-4 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 11 greater than input bearing size. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss T23 Truss Type ROOF SPECIAL Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605434 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:20 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-C_rZte?6N7Vgj_GUwB2p1K89FXL?4kroI5WpjEzpmLT 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.). 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss TG01 Truss Type HALF HIP GIRDER Qty 1 Ply 2 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605435 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-cZXiVg1_f2tFaS_3bJbWfzmfskUmH5JE_3lUKZzpmLQ Scale = 1:97.0 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 132223242526272829303132333435363738394041424344454647484950 51 5x8 3x6 3x4 8x8 12x18 MT18HS 5x10 MT18HS5x8 4x6 4x6 3x6 2x4 4x8 3x6 6x6 6x6 3x6 3x6 5x10 MT18HS5x10 MT18HS0-1-07-6-6 7-6-6 19-0-14 11-6-9 30-7-7 11-6-9 42-1-15 11-6-9 53-11-0 11-9-1 -0-11-0 0-11-0 7-6-6 7-6-6 15-2-12 7-8-6 22-11-1 7-8-6 30-7-7 7-8-6 38-3-13 7-8-6 46-0-2 7-8-6 53-11-0 7-10-14 1-1-06-0-46-1-46-0-48.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-9], [12:Edge,0-2-8], [21:0-1-4,0-0-0], [21:Edge,0-9-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.48 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.58 -0.74 0.12 (loc) 16-18 16-18 13 l/defl >999 >870 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 535 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-3,11-12: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 4-20,10-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-2-12 max.): 3-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-20, 10-13 REACTIONS. (size)13=0-3-8, 21=0-3-8 Max Horz 21=161(LC 28) Max Uplift 13=-1909(LC 5), 21=-1525(LC 5) Max Grav 13=4163(LC 38), 21=3979(LC 38) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5846/2459, 3-4=-4709/2041, 4-6=-9174/4099, 6-7=-9855/4403, 7-9=-9855/4403, 9-10=-6957/3140, 2-21=-3815/1545 BOT CHORD 20-21=-371/868, 18-20=-3546/7832, 16-18=-4321/9519, 14-16=-3661/8043, 13-14=-2204/4823 WEBS 3-20=-1306/2892, 4-20=-3912/1829, 4-18=-1121/2316, 6-18=-782/303, 6-16=-219/376, 7-16=-460/129, 9-16=-1000/2207, 9-14=-1986/862, 10-14=-1724/3742, 10-13=-5906/2664, 2-20=-1896/4159 NOTES-(13-14) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x3 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=1909, 21=1525. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss TG01 Truss Type HALF HIP GIRDER Qty 1 Ply 2 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605435 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:23 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-cZXiVg1_f2tFaS_3bJbWfzmfskUmH5JE_3lUKZzpmLQ NOTES-(13-14) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 137 lb down and 77 lb up at 3-4-4, 116 lb down and 84 lb up at 5-4-4, 161 lb down and 124 lb up at 7-4-4, 139 lb down and 142 lb up at 9-4-4, 139 lb down and 142 lb up at 11-4-4, 139 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 145 lb down and 136 lb up at 53-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-12=-60, 13-21=-20 Concentrated Loads (lb) Vert: 20=-116 18=-116 22=-137 23=-116 24=-116 25=-116 27=-116 28=-116 30=-116 31=-116 33=-116 34=-116 35=-123 36=-123 37=-123 38=-123 39=-123 41=-116 42=-116 43=-116 44=-116 46=-116 47=-116 49=-116 50=-116 51=-122 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss TG02 Truss Type GABLE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605436 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-YxeSwM2FBf7zpm8Sjke_kOr9?Y4Zl?hXRNEaORzpmLO Scale = 1:68.6 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 31 26 27 28 36 38 37 41 39 29 30 25 32 33 34 35 43 40 42 44 45 46 47 48 49 50 6x6 5x8 5x10 MT18HS3x8 3x6 3x4 3x6 3x6 5x10 MT18HS 4x6 3x4 2x4 3x6 4x8 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 0-1-133-5-09-3-11 8-2-68-2-6 9-3-111-1-5 15-0-105-8-15 23-3-08-2-6 -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)-- [2:0-3-0,0-1-4], [3:0-2-8,0-1-8], [7:0-1-4,0-1-7], [8:0-3-4,0-2-0], [13:0-6-4,0-3-4], [16:0-2-8,0-1-8], [17:Edge,0-1-12], [27:0-2-8,0-0-8], [27:0-1-12,0-1-4], [34:0-1-4,0-0-0] 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 0.36 0.84 0.95 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: 349 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-23,13-23,13-20: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-10 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, 37, 39, 40 REACTIONS. (size)24=0-3-8, 19=0-3-8 Max Horz 24=-231(LC 6) Max Uplift 24=-6(LC 9) Max Grav 24=1446(LC 2), 19=1338(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-286/74, 3-4=-1224/25, 4-5=-1307/29, 5-6=-1302/66, 6-7=-1249/94, 7-8=-1091/58, 8-9=-832/105, 9-10=-832/106, 10-11=-832/106, 11-12=-832/106, 12-13=-830/106, 13-14=-1071/72, 14-15=-1136/67, 15-16=-1249/50, 2-24=-334/75, 17-19=-253/77 BOT CHORD 23-24=-134/898, 22-23=-4/886, 20-22=0/760, 19-20=0/708 WEBS 3-31=0/306, 23-27=-20/784, 8-27=-42/701, 23-28=-269/141, 20-29=-10/465, 29-30=0/487, 13-30=-12/485, 24-25=-1273/5, 3-25=-1180/1, 16-19=-1249/0, 22-43=-137/279 NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss TG02 Truss Type GABLE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605436 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:25 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-YxeSwM2FBf7zpm8Sjke_kOr9?Y4Zl?hXRNEaORzpmLO NOTES-(14-15) 12) 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 680 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. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is 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) 44=-28(F) 45=-18(F) 46=-16(F) 47=-16(F) 48=-16(F) 49=-680(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss TG03 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605437 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-VKmDL24VjHNg23Iqq9gSppxL0MjgDuWqvhjhTKzpmLM Scale = 1:100.4 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 132425262728293031 8x8 8x10 5x10 MT18HS 3x6 12x18 MT18HS 4x10 5x6 8x10 4x8 4x8 3x6 4x6 3x6 2x4 8x8 3x8 MT18HS 6x6 6x6 5x12 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)-- [3:0-4-9,Edge], [4:0-3-7,Edge], [6:0-7-12,0-2-0], [11:0-9-12,0-2-0], [12:Edge,0-1-12], [22:0-2-8,0-2-8], [23:Edge,0-10-2], [23:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.99 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.64 0.11 (loc) 19-21 19-21 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 337 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x6 SPF No.2, 6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 *Except* 18-20: 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-22,3-21,4-21,5-21,5-19,12-14,2-22: 2x3 SPF No.2 2-23: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-14 oc purlins, except end verticals, and 2-0-0 oc purlins (2-7-4 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, 12-13, 11-14 REACTIONS. (size)23=0-3-8 (req. 0-3-15), 13=0-3-8 (req. 0-3-15) Max Horz 23=290(LC 5) Max Grav 23=2509(LC 2), 13=2523(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3321/0, 3-4=-4072/0, 4-5=-4842/0, 5-6=-3315/18, 6-7=-2690/31, 7-9=-2900/35, 9-10=-2092/51, 10-11=-2092/50, 12-13=-2402/0, 2-23=-2384/10, 11-12=-1414/69 BOT CHORD 22-23=-274/495, 21-22=-188/2762, 19-21=-153/3141, 17-19=-160/2914, 15-17=-150/2710, 14-15=-65/1098 WEBS 3-22=-489/0, 3-21=0/2527, 4-21=-2866/33, 5-21=-32/1416, 5-19=-833/179, 6-19=0/1477, 7-19=-536/202, 9-17=0/636, 9-15=-1140/77, 10-15=-457/127, 11-15=-87/2015, 12-14=-37/1882, 2-22=0/2424, 11-14=-1286/104 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 23, 13 greater than input bearing size. 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) Load case(s) 2, 14, 15, 16, 17, 18, 23, 24, 35, 36, 37, 38 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 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) 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. 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 February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss TG03 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605437 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:27 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-VKmDL24VjHNg23Iqq9gSppxL0MjgDuWqvhjhTKzpmLM 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 Except: 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) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-3=-50, 3-4=-50, 4-6=-50, 6-11=-50, 23-24=-35, 24-25=-50, 25-26=-35, 26-27=-50, 27-28=-35, 28-29=-50, 29-30=-35, 14-30=-50, 14-31=-35, 13-31=-50, 11-12=-50 Concentrated Loads (lb) Vert: 22=-0(B) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-3=-14, 3-4=16, 4-6=-14, 6-11=16, 13-23=-12, 11-12=4 Horz: 1-2=-7, 2-3=2, 3-4=28, 4-6=2, 12-13=15, 2-23=11, 11-12=16 Drag: 6-7=-0, 10-11=0 Concentrated Loads (lb) Vert: 3=50(B) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-3=4, 3-4=4, 4-6=4, 6-11=16, 13-23=-12, 11-12=-14 Horz: 1-2=-12, 2-3=-16, 3-4=16, 4-6=-16, 12-13=-11, 2-23=-15, 11-12=-2 Drag: 6-7=-0, 10-11=0 Concentrated Loads (lb) Vert: 3=44(B) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-3=-30, 3-4=-0, 4-6=-30, 6-11=-0, 13-23=-20, 11-12=-12 Horz: 1-2=6, 2-3=10, 3-4=20, 4-6=10, 12-13=7, 2-23=19, 11-12=8 Drag: 6-7=-0, 10-11=0 Concentrated Loads (lb) Vert: 3=66(B) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-3=-12, 3-4=-12, 4-6=-12, 6-11=-0, 13-23=-20, 11-12=-30 Horz: 1-2=-12, 2-3=-8, 3-4=8, 4-6=-8, 12-13=-19, 2-23=-7, 11-12=-10 Drag: 6-7=-0, 10-11=0 Concentrated Loads (lb) Vert: 3=61(B) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-3=16, 3-4=16, 4-6=16, 6-11=4, 13-23=-12, 11-12=4 Horz: 1-2=-24, 2-3=-28, 3-4=28, 4-6=-28, 12-13=14, 2-23=10, 11-12=16 Drag: 6-7=-0, 10-11=0 Concentrated Loads (lb) Vert: 3=20(B) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-3=4, 3-4=4, 4-6=4, 6-11=4, 13-23=-12, 11-12=16 Horz: 1-2=-12, 2-3=-16, 3-4=16, 4-6=-16, 12-13=-10, 2-23=-14, 11-12=28 Drag: 6-7=-0, 10-11=0 Concentrated Loads (lb) Vert: 3=44(B) 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-3=16, 3-4=16, 4-6=16, 6-11=4, 13-23=-12, 11-12=4 Horz: 1-2=-24, 2-3=-28, 3-4=28, 4-6=-28, 12-13=14, 2-23=10, 11-12=16 Drag: 6-7=-0, 10-11=0 Concentrated Loads (lb) Vert: 3=20(B) 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-3=4, 3-4=4, 4-6=4, 6-11=4, 13-23=-12, 11-12=16 Horz: 1-2=-12, 2-3=-16, 3-4=16, 4-6=-16, 12-13=-10, 2-23=-14, 11-12=28 Drag: 6-7=-0, 10-11=0 Concentrated Loads (lb) Vert: 3=44(B) 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=-0, 3-4=-0, 4-6=-0, 6-11=-12, 13-23=-20, 11-12=-12 Horz: 1-2=-24, 2-3=-20, 3-4=20, 4-6=-20, 12-13=6, 2-23=18, 11-12=8 Drag: 6-7=-0, 10-11=0 Concentrated Loads (lb) Vert: 3=36(B) Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss TG03 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605437 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:27 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-VKmDL24VjHNg23Iqq9gSppxL0MjgDuWqvhjhTKzpmLM LOAD CASE(S) Standard Except: 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-3=-12, 3-4=-12, 4-6=-12, 6-11=-12, 13-23=-20, 11-12=-0 Horz: 1-2=-12, 2-3=-8, 3-4=8, 4-6=-8, 12-13=-18, 2-23=-6, 11-12=20 Drag: 6-7=-0, 10-11=0 Concentrated Loads (lb) Vert: 3=61(B) 14) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-4=-20, 4-6=-20, 6-11=-20, 23-24=-40, 24-25=-60, 25-26=-40, 26-27=-60, 27-28=-40, 28-29=-60, 29-30=-40, 14-30=-60, 14-31=-40, 13-31=-60, 11-12=-20 15) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-58, 3-4=-35, 4-6=-58, 6-11=-35, 23-24=-35, 24-25=-50, 25-26=-35, 26-27=-50, 27-28=-35, 28-29=-50, 29-30=-35, 14-30=-50, 14-31=-35, 13-31=-50, 11-12=-44 Horz: 1-2=5, 2-3=8, 3-4=15, 4-6=8, 12-13=5, 2-23=15, 11-12=6 Drag: 6-7=-0, 10-11=0 Concentrated Loads (lb) Vert: 3=50(B) 16) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-3=-44, 3-4=-44, 4-6=-44, 6-11=-35, 23-24=-35, 24-25=-50, 25-26=-35, 26-27=-50, 27-28=-35, 28-29=-50, 29-30=-35, 14-30=-50, 14-31=-35, 13-31=-50, 11-12=-58 Horz: 1-2=-9, 2-3=-6, 3-4=6, 4-6=-6, 12-13=-15, 2-23=-5, 11-12=-8 Drag: 6-7=-0, 10-11=0 Concentrated Loads (lb) Vert: 3=45(B) 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-3=-35, 3-4=-35, 4-6=-35, 6-11=-44, 23-24=-35, 24-25=-50, 25-26=-35, 26-27=-50, 27-28=-35, 28-29=-50, 29-30=-35, 14-30=-50, 14-31=-35, 13-31=-50, 11-12=-44 Horz: 1-2=-18, 2-3=-15, 3-4=15, 4-6=-15, 12-13=4, 2-23=13, 11-12=6 Drag: 6-7=-0, 10-11=0 Concentrated Loads (lb) Vert: 3=27(B) 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-3=-44, 3-4=-44, 4-6=-44, 6-11=-44, 23-24=-35, 24-25=-50, 25-26=-35, 26-27=-50, 27-28=-35, 28-29=-50, 29-30=-35, 14-30=-50, 14-31=-35, 13-31=-50, 11-12=-35 Horz: 1-2=-9, 2-3=-6, 3-4=6, 4-6=-6, 12-13=-13, 2-23=-4, 11-12=15 Drag: 6-7=-0, 10-11=0 Concentrated Loads (lb) Vert: 3=45(B) 19) Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-17, 3-4=-12, 4-6=-17, 6-11=-12, 13-23=-12, 11-12=-12 Horz: 2-3=5, 4-6=5, 2-23=16 Concentrated Loads (lb) Vert: 3=69(B) 20) Dead + 0.6 MWFRS Wind Min. Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-12, 3-4=-12, 4-6=-12, 6-11=-12, 13-23=-12, 11-12=-17 Horz: 12-13=-16, 11-12=-5 Concentrated Loads (lb) Vert: 3=64(B) 23) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-3=-50, 3-4=-50, 4-6=-50, 6-11=-50, 23-24=-35, 24-25=-50, 25-26=-35, 26-27=-50, 27-28=-35, 28-29=-50, 29-30=-35, 14-30=-50, 14-31=-35, 13-31=-50, 11-12=-20 Concentrated Loads (lb) Vert: 22=-0(B) 24) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-4=-20, 4-6=-20, 6-11=-50, 23-24=-35, 24-25=-50, 25-26=-35, 26-27=-50, 27-28=-35, 28-29=-50, 29-30=-35, 14-30=-50, 14-31=-35, 13-31=-50, 11-12=-50 Concentrated Loads (lb) Vert: 3=-49(B) 22=-0(B) 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-3=-14, 3-4=16, 4-6=-14, 6-11=16, 13-23=-12, 11-12=4 Horz: 1-2=-7, 2-3=2, 3-4=28, 4-6=2, 12-13=15, 2-23=11, 11-12=16 Drag: 6-7=-0, 10-11=0 Concentrated Loads (lb) Vert: 3=-71(B) 22=-24(B) 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss TG03 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605437 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:27 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-VKmDL24VjHNg23Iqq9gSppxL0MjgDuWqvhjhTKzpmLM LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-0, 2-3=4, 3-4=4, 4-6=4, 6-11=16, 13-23=-12, 11-12=-14 Horz: 1-2=-12, 2-3=-16, 3-4=16, 4-6=-16, 12-13=-11, 2-23=-15, 11-12=-2 Drag: 6-7=-0, 10-11=0 Concentrated Loads (lb) Vert: 3=-77(B) 22=-24(B) 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-3=-30, 3-4=-0, 4-6=-30, 6-11=-0, 13-23=-20, 11-12=-12 Horz: 1-2=6, 2-3=10, 3-4=20, 4-6=10, 12-13=7, 2-23=19, 11-12=8 Drag: 6-7=-0, 10-11=0 Concentrated Loads (lb) Vert: 3=-44(B) 22=-8(B) 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-3=-12, 3-4=-12, 4-6=-12, 6-11=-0, 13-23=-20, 11-12=-30 Horz: 1-2=-12, 2-3=-8, 3-4=8, 4-6=-8, 12-13=-19, 2-23=-7, 11-12=-10 Drag: 6-7=-0, 10-11=0 Concentrated Loads (lb) Vert: 3=-50(B) 22=-8(B) 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-3=16, 3-4=16, 4-6=16, 6-11=4, 13-23=-12, 11-12=4 Horz: 1-2=-24, 2-3=-28, 3-4=28, 4-6=-28, 12-13=14, 2-23=10, 11-12=16 Drag: 6-7=-0, 10-11=0 Concentrated Loads (lb) Vert: 3=-101(B) 22=-24(B) 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-3=4, 3-4=4, 4-6=4, 6-11=4, 13-23=-12, 11-12=16 Horz: 1-2=-12, 2-3=-16, 3-4=16, 4-6=-16, 12-13=-10, 2-23=-14, 11-12=28 Drag: 6-7=-0, 10-11=0 Concentrated Loads (lb) Vert: 3=-77(B) 22=-24(B) 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-3=16, 3-4=16, 4-6=16, 6-11=4, 13-23=-12, 11-12=4 Horz: 1-2=-24, 2-3=-28, 3-4=28, 4-6=-28, 12-13=14, 2-23=10, 11-12=16 Drag: 6-7=-0, 10-11=0 Concentrated Loads (lb) Vert: 3=-101(B) 22=-24(B) 32) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-3=4, 3-4=4, 4-6=4, 6-11=4, 13-23=-12, 11-12=16 Horz: 1-2=-12, 2-3=-16, 3-4=16, 4-6=-16, 12-13=-10, 2-23=-14, 11-12=28 Drag: 6-7=-0, 10-11=0 Concentrated Loads (lb) Vert: 3=-77(B) 22=-24(B) 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=-0, 3-4=-0, 4-6=-0, 6-11=-12, 13-23=-20, 11-12=-12 Horz: 1-2=-24, 2-3=-20, 3-4=20, 4-6=-20, 12-13=6, 2-23=18, 11-12=8 Drag: 6-7=-0, 10-11=0 Concentrated Loads (lb) Vert: 3=-74(B) 22=-8(B) 34) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-3=-12, 3-4=-12, 4-6=-12, 6-11=-12, 13-23=-20, 11-12=-0 Horz: 1-2=-12, 2-3=-8, 3-4=8, 4-6=-8, 12-13=-18, 2-23=-6, 11-12=20 Drag: 6-7=-0, 10-11=0 Concentrated Loads (lb) Vert: 3=-50(B) 22=-8(B) 35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-3=-58, 3-4=-35, 4-6=-58, 6-11=-35, 23-24=-35, 24-25=-50, 25-26=-35, 26-27=-50, 27-28=-35, 28-29=-50, 29-30=-35, 14-30=-50, 14-31=-35, 13-31=-50, 11-12=-44 Horz: 1-2=5, 2-3=8, 3-4=15, 4-6=8, 12-13=5, 2-23=15, 11-12=6 Drag: 6-7=-0, 10-11=0 Concentrated Loads (lb) Vert: 3=-33(B) 22=-7(B) 36) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 5 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss TG03 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605437 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:27 2021 Page 5 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-VKmDL24VjHNg23Iqq9gSppxL0MjgDuWqvhjhTKzpmLM LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-41, 2-3=-44, 3-4=-44, 4-6=-44, 6-11=-35, 23-24=-35, 24-25=-50, 25-26=-35, 26-27=-50, 27-28=-35, 28-29=-50, 29-30=-35, 14-30=-50, 14-31=-35, 13-31=-50, 11-12=-58 Horz: 1-2=-9, 2-3=-6, 3-4=6, 4-6=-6, 12-13=-15, 2-23=-5, 11-12=-8 Drag: 6-7=-0, 10-11=0 Concentrated Loads (lb) Vert: 3=-37(B) 22=-7(B) 37) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-3=-35, 3-4=-35, 4-6=-35, 6-11=-44, 23-24=-35, 24-25=-50, 25-26=-35, 26-27=-50, 27-28=-35, 28-29=-50, 29-30=-35, 14-30=-50, 14-31=-35, 13-31=-50, 11-12=-44 Horz: 1-2=-18, 2-3=-15, 3-4=15, 4-6=-15, 12-13=4, 2-23=13, 11-12=6 Drag: 6-7=-0, 10-11=0 Concentrated Loads (lb) Vert: 3=-56(B) 22=-7(B) 38) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-3=-44, 3-4=-44, 4-6=-44, 6-11=-44, 23-24=-35, 24-25=-50, 25-26=-35, 26-27=-50, 27-28=-35, 28-29=-50, 29-30=-35, 14-30=-50, 14-31=-35, 13-31=-50, 11-12=-35 Horz: 1-2=-9, 2-3=-6, 3-4=6, 4-6=-6, 12-13=-13, 2-23=-4, 11-12=15 Drag: 6-7=-0, 10-11=0 Concentrated Loads (lb) Vert: 3=-37(B) 22=-7(B) 39) Reversal: Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-17, 3-4=-12, 4-6=-17, 6-11=-12, 13-23=-12, 11-12=-12 Horz: 2-3=5, 4-6=5, 2-23=16 Concentrated Loads (lb) Vert: 3=-28(B) 22=-22(B) 40) Reversal: Dead + 0.6 MWFRS Wind Min. Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-3=-12, 3-4=-12, 4-6=-12, 6-11=-12, 13-23=-12, 11-12=-17 Horz: 12-13=-16, 11-12=-5 Concentrated Loads (lb) Vert: 3=-32(B) 22=-22(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss TG04 Truss Type HALF HIP GIRDER Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605438 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-zWKbYN57UaVXgDt0OsBhM0TkvlH0ya?_7LSF?mzpmLL Scale = 1:19.4 1 2 3 4 7 6 5 8 9 4x6 3x4 3x4 3x4 2x4 3x4 0-1-41-5-7 1-5-7 2-3-8 0-10-1 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 1-7-03-2-13-3-52-8-90-5-83-2-114.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-12], [3:0-3-10,0-2-0], [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 0.13 0.09 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -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 2x3 SPF No.2 *Except* 4-5: 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: 3-4. 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=89(LC 5) Max Uplift 7=-28(LC 8), 5=-57(LC 5) Max Grav 7=234(LC 36), 5=157(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 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 1-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss TG04 Truss Type HALF HIP GIRDER Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605438 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:28 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-zWKbYN57UaVXgDt0OsBhM0TkvlH0ya?_7LSF?mzpmLL LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=1(B) 8=-22(B) 9=-13(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss TG05 Truss Type HIP GIRDER Qty 1 Ply 3 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605439 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-N50jAP70nVu6Xhcb3?lOzf53XzBb9kYQqJhvc5zpmLI Scale = 1:28.7 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 18 19 20 8x8 5x6 5x6 3x8 MT18HS 3x8 MT18HS 10x10 3x12 8x10 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] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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 0.81 0.61 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.20 0.03 (loc) 9-10 9-10 7 l/defl >999 >889 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 238 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 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=8800(LC 23), 7=6807(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7605/0, 2-3=-5188/0, 3-4=-4425/463, 4-5=-6480/665, 1-11=-9740/0, 5-7=-8399/837 BOT CHORD 9-10=0/11679, 8-9=0/11679 WEBS 2-10=0/5488, 3-10=-7345/66, 3-9=0/6905, 3-8=-8208/0, 4-8=-378/4631, 1-10=0/6358, 5-8=-582/5500 NOTES-(13-14) 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 0-4-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=323. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss TG05 Truss Type HIP GIRDER Qty 1 Ply 3 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605439 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:31 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-N50jAP70nVu6Xhcb3?lOzf53XzBb9kYQqJhvc5zpmLI NOTES-(13-14) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 73 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 2381 lb down at 1-4-4, 34 lb down at 1-7-11, 2372 lb down at 3-4-4, 28 lb down at 3-5-8, 2376 lb down at 5-4-4, 28 lb down at 5-5-8, 2331 lb down at 7-4-4, 28 lb down at 7-5-8, 2339 lb down and 47 lb up at 9-4-4, 28 lb down at 9-5-8, 2586 lb down and 1187 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. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 5-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 2=-1(B) 4=-1(B) 9=-2126(F=-2108, B=-17) 3=-32(B) 8=-11(B) 12=-32(B) 13=-32(B) 14=-32(B) 15=-32(B) 16=-2122(F=-2111, B=-11) 17=-2129(F=-2112, B=-17) 18=-2122(F=-2105, B=-17) 19=-2125(F=-2108, B=-17) 20=-2485(F=-2468, B=-17) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss TG06 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605440 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-oghspR9u4QGhO8KAk7I5bHjfgA9mM3YsWHvZDQzpmLF Scale = 1:72.6 1 2 8 9 10 3 4 5 6 7 19 18 17 16 15 14 13 12 1120212223242526272829303132333435363738394041 5x6 6x10 3x4 8x8 3x12 4x8 5x8 4x6 4x6 3x4 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], [10:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.77 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.28 -0.36 0.08 (loc) 15-17 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 364 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-18: 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 (5-3-2 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 4) Max Uplift 11=-984(LC 4), 19=-1167(LC 5) Max Grav 11=2616(LC 37), 19=2729(LC 38) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1719/795, 8-9=-3818/1641, 1-19=-2925/1299, 2-3=-1396/668, 3-5=-4937/2247, 5-7=-5479/2478, 7-8=-3165/1393 BOT CHORD 17-18=-1935/4226, 15-17=-2433/5399, 13-15=-2233/5051, 12-13=-967/2555, 11-12=-973/2560 WEBS 2-18=-367/711, 3-18=-3348/1522, 3-17=-782/1639, 5-17=-670/254, 7-15=-530/1017, 7-13=-2252/1075, 8-13=-837/1833, 9-13=-415/675, 9-11=-3474/1345, 1-18=-1101/2436 NOTES-(13-14) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x3 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) 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=1167. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss TG06 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605440 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:34 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-oghspR9u4QGhO8KAk7I5bHjfgA9mM3YsWHvZDQzpmLF NOTES-(13-14) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 107 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 107 lb down and 111 lb up at 33-11-4, and 116 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. 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, 8-9=-60, 9-10=-60, 11-19=-20, 2-8=-60 Concentrated Loads (lb) Vert: 16=-95 14=-95 20=-95 21=-95 22=-95 23=-95 25=-95 27=-95 28=-95 30=-95 32=-95 33=-95 34=-95 37=-95 38=-95 39=-95 40=-95 41=-103 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss TG07 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605441 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-k3pcE7B8b2WPdSUZsYKZgiou0_qIq_V9zbOgHJzpmLD Scale = 1:107.5 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 26 27 28 29 30 31 32 33 34 5x12 5x6 3x6 10x10 10x10 5x10 MT18HS 4x6 5x10 MT18HS 3x8 6x10 12x18 MT18HS 8x8 5x6 5x6 3x6 10x10 7x16 MT18HS 7x16 MT18HS 6x16 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)-- [6:0-6-9,Edge], [7:0-3-7,Edge], [9:0-5-0,0-0-14], [12:0-1-12,0-0-0], [12:Edge,0-10-2], [14:0-9-12,0-5-8], [15:Edge,0-2-8], [16:0-2-8,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.89 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.57 -1.04 0.19 (loc) 15-16 15-16 12 l/defl >999 >612 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 304 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x4 SP 2400F 2.0E, 6-7,7-9: 2x6 SPF No.2 4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E *Except* 20-22: 2x6 SPF No.2, 8-15: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-21,5-17: 2x4 SPF No.2, 7-17,10-12: 2x4 SPF-S Stud 14-16: 2x4 SPF 2100F 1.8E, 8-13: 2x4 SP 2400F 2.0E 1-22: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-3-4 max.): 2-6, 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-21, 5-19, 5-17 2 Rows at 1/3 pts 7-17, 8-13 REACTIONS. (size)22=Mechanical, 12=0-3-8 (req. 0-3-13) Max Horz 22=-123(LC 4) Max Uplift 22=-27(LC 5), 12=-420(LC 9) Max Grav 22=2359(LC 2), 12=2444(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2827/111, 2-3=-2251/113, 3-5=-3949/203, 5-6=-4210/262, 6-7=-5151/327, 7-8=-7398/999, 8-9=-2782/550, 9-10=-3412/618, 1-22=-2233/67, 10-12=-2409/441 BOT CHORD 21-22=-109/272, 19-21=-227/3509, 17-19=-278/4156, 16-17=-511/6361, 15-16=-25/268, 8-14=0/1191, 13-14=-1023/7457, 12-13=-56/283 WEBS 2-21=-13/1192, 3-21=-1862/200, 3-19=-22/1049, 5-19=-593/171, 6-17=-150/2578, 7-17=-3101/434, 7-16=-1220/155, 14-16=-500/6249, 7-14=-566/1315, 8-13=-5032/561, 9-13=-99/1435, 1-21=-55/2164, 10-13=-520/2616 NOTES-(14-15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 12 greater than input bearing size. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22 except (jt=lb) 12=420. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss TG07 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605441 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:36 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-k3pcE7B8b2WPdSUZsYKZgiou0_qIq_V9zbOgHJzpmLD NOTES-(14-15) 12) 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 39-9-12, 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. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is 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, 9-10=-60, 10-11=-60, 15-22=-20, 12-14=-20 Concentrated Loads (lb) Vert: 15=-2(B) 13=0(B) 31=0(B) 32=0(B) 33=0(B) 34=0(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss TG08 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605442 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-gSxNeoCP7fm7tlexzzN1m7uD1nWcIvESRutmMBzpmLB Scale = 1:98.1 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 27 28 3x6 3x6 8x14 MT18HS 3x8 4x6 4x6 3x4 4x6 4x6 3x4 3x4 6x16 3x6 5x6 4x6 6x16 5x12 3x6 6x10 5x8 4x10 5x12 10x10 7-4-57-4-5 14-6-37-1-14 21-10-07-3-13 29-9-47-11-4 38-8-88-11-4 42-5-83-9-0 53-7-011-1-8 -0-11-0 0-11-0 7-4-5 7-4-5 14-6-3 7-1-14 21-10-0 7-3-13 29-9-4 7-11-4 38-8-8 8-11-4 42-5-8 3-9-0 48-7-13 6-2-6 53-7-0 4-11-3 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)-- [5:0-8-0,0-1-8], [9:0-10-0,0-1-8], [13:0-3-10,0-2-7], [13:Edge,0-3-0], [17:Edge,0-2-8], [18:0-3-8,0-2-8], [23:0-2-8,0-2-0], [25:0-2-8,0-2-8] 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 0.98 0.84 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.43 0.16 (loc) 22-23 22-23 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 318 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-4,11-14: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 6-21: 2x4 SPF No.2, 10-17: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-22,8-22,8-20,9-20,9-16,9-18: 2x4 SPF No.2 2-26,13-15: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-5-8 max.): 5-9. 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 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 (req. 0-3-12) Max Horz 26=210(LC 7) Max Grav 26=2420(LC 2), 15=2401(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3270/0, 3-5=-3022/0, 5-6=-2938/0, 6-8=-2929/0, 8-9=-2712/0, 9-10=-3082/50, 10-12=-3126/0, 12-13=-742/0, 2-26=-2265/0, 13-15=-577/20 BOT CHORD 25-26=-175/696, 23-25=-29/2635, 22-23=-16/2420, 6-22=-463/131, 18-20=0/2195, 10-16=-330/163, 15-16=0/2439 WEBS 3-23=-373/146, 5-23=0/616, 5-22=-126/966, 20-22=0/2531, 8-22=-63/407, 8-20=-859/197, 9-20=-115/926, 16-18=0/2271, 9-16=-100/1058, 2-25=0/2109, 9-18=-342/52, 12-15=-2485/0 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 15 greater than input bearing size. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss TG09 Truss Type HALF HIP GIRDER Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605443 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-8eVls8D1uzu_UvD8XguGILQbvB2u1YmbfYdKudzpmLA 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)-- [2:Edge,0-1-12], [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 0.14 0.07 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 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=72(LC 8) Max Uplift 5=-59(LC 8) Max Grav 7=203(LC 1), 5=134(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 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. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss TG09 Truss Type HALF HIP GIRDER Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605443 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:39 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-8eVls8D1uzu_UvD8XguGILQbvB2u1YmbfYdKudzpmLA LOAD CASE(S) Standard 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) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss TG10 Truss Type HIP GIRDER Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605444 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-cq273UEffG0q63oK5OPVrYzk3bLEmz9luCMtQ4zpmL9 Scale = 1:25.6 1 2 3 4 8 7 6 5 9 10 11 12 8x8 4x10 8x8 3x4 3x4 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,0-7-0], [2:0-5-0,0-1-12], [4:Edge,0-7-0], [5:0-1-4,0-0-0], [8:0-1-4,0-0-0] 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 0.31 0.25 0.14 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: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 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=-76(LC 4) Max Uplift 8=-38(LC 8), 5=-23(LC 9) Max Grav 8=741(LC 35), 5=801(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-781/118, 2-3=-580/111, 3-4=-781/118, 1-8=-578/79, 4-5=-578/79 BOT CHORD 6-7=-80/603 WEBS 2-7=-14/296, 3-6=-15/292, 1-7=-109/475, 4-6=-112/475 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 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. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-8=-20 Continued on page 2 February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss TG10 Truss Type HIP GIRDER Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605444 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:40 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-cq273UEffG0q63oK5OPVrYzk3bLEmz9luCMtQ4zpmL9 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-5(F) 6=-129(F=-5) 9=-123 10=-123 11=-123 12=-128 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss V01 Truss Type GABLE Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605445 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-40cVHqFHQa8hkDNWf5wkNmWuH?joVRnu7s6RyWzpmL8 Scale = 1:40.4 1 2 3 4 5 8 7 69103x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 11-1-811-1-8 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-(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, 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=170, 6=170. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss V02 Truss Type Valley Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605446 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-ZDAuUAGvBuGYLNxjCoRzwz2?aP04EuO1LWr_VyzpmL7 Scale = 1:34.8 1 2 3 43x4 3x4 3x4 2x4 0-0-30-0-3 8-10-28-9-14 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-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-11 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss V03 Truss Type Valley Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605447 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-1PkGiWGXyBOPzXWvmWyCTBbFCoOSzMTBaAbX1PzpmL6 Scale = 1:26.6 1 2 3 43x4 3x4 3x4 2x4 0-0-30-0-3 6-6-116-6-7 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-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss V04 Truss Type Valley Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605448 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-1PkGiWGXyBOPzXWvmWyCTBbIKoM5zM2BaAbX1PzpmL6 Scale = 1:15.3 1 2 3 3x4 3x4 3x4 4-3-04-3-0 4-3-40-0-3 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-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss V05 Truss Type Valley Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605449 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-VbIevsH9jVWGbg55KDUR?O8UbCmQipIKpqK5ZrzpmL5 Scale = 1:8.6 1 2 3 3x4 3x4 3x4 0-0-30-0-3 1-11-131-11-10 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-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss V09 Truss Type VALLEY Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605450 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-zos07BIoUpe7CqgIux?gYcgYHc3TRGlU2U4e5HzpmL4 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-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-11 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7, 6. 7) Non Standard bearing condition. Review required. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss V10 Truss Type VALLEY Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605451 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-R_QOKXJQF6m_q_FUReWv4pDlV0PRAj5dG8pBejzpmL3 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-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-11 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 9, 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss V11 Truss Type VALLEY Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605452 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-vAznXtJ20QvrS8qg?M18d1mp0QkJvAemVoZlAAzpmL2 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-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-11 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 7) Non Standard bearing condition. Review required. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss V12 Truss Type VALLEY Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605453 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-NNX9lDKgnk1i4IPsZ3YNAEI7Up7Aed4wkSIIiczpmL1 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-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-11 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 7) Non Standard bearing condition. Review required. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 42_HERITAGE_SPRING_M~L Truss V13 Truss Type VALLEY Qty 1 Ply 1 42 HERITAGE AT SPRING MILL Job Reference (optional) I44605454 8.240 s Mar 9 2020 MiTek Industries, Inc. Sun Jan 31 17:41:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Bc4kaRgBJ2IOdYeSif7eHzXLxn-rZ5XyZLIY19ZhS_37n3ciSrKGDTRN4X3y62sE2zpmL0 Scale = 1:9.1 1 2 3 3x4 3x4 3x4 0-0-30-0-3 2-1-122-1-9 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-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). February 1,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths