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HomeMy WebLinkAboutGN010.5 Truss engr stamp16023 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). August 11,2020 Liu, Xuegang Pages or sheets covered by this seal: I42388395 thru I42388454 My license renewal date for the state of Indiana is July 31, 2022. B20002246 LOT# 269 JACKSON GRANTS 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 B20002246 Truss CG01 Truss Type Diagonal Hip Girder Qty 3 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388395 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:24:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-HfWeNIiVOvauQyUyp8ktq9PCcCZaXDZOM49Pkeyotlg Scale = 1:22.3 1 2 3 5 4 6 7 2x4 3x4 2x4 3x4 Special Special Special Special 4-5-04-5-0 -2-7-13 2-7-13 4-5-0 4-5-0 1-9-83-10-85.66 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.89 0.20 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.04 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-9, 4=Mechanical Max Horz 5=109(LC 5) Max Uplift 5=-205(LC 8), 4=-103(LC 5) Max Grav 5=371(LC 31), 4=138(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-307/138 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); 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 205 lb uplift at joint 5 and 103 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) 74 lb down and 171 lb up at 1-7-6, and 74 lb down and 171 lb up at 1-7-6 on top chord, and 23 lb down and 72 lb up at 1-7-6, and 23 lb down and 72 lb up at 1-7-6 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). 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: 6=114(F=57, B=57) August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388396 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:24:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-ms30aej79Djl1529MsF6MNxMCcw?GglYbkuyG5yotlf Scale = 1:19.4 1 2 5 4 6 3 7 2x4 3x4 3x4 Special Special Special Special 3-1-73-1-7 -2-7-13 2-7-13 3-1-7 3-1-7 1-9-83-3-20-4-92-10-93-3-25.66 12 Plate Offsets (X,Y)-- [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.90 0.19 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.02 -0.00 (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 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-9, 3=Mechanical, 4=Mechanical Max Horz 5=104(LC 8) Max Uplift 5=-222(LC 8), 3=-158(LC 19), 4=-96(LC 8) Max Grav 5=366(LC 33), 3=95(LC 27), 4=62(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-311/129 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); 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 222 lb uplift at joint 5, 158 lb uplift at joint 3 and 96 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) 101 lb down and 215 lb up at 1-3-2, and 101 lb down and 215 lb up at 1-3-2 on top chord, and 29 lb down and 89 lb up at 1-3-2, and 29 lb down and 89 lb up at 1-3-2 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). 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: 6=143(F=72, B=72) August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388397 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:24:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-E2dPo_jmwXrcfFdLwZnLvaUf1?Eq?61hqOeWpXyotle Scale = 1:22.5 1 2 5 4 6 3 7 2x4 3x4 3x4 Special Special Special Special 5-0-95-0-9 -1-8-8 1-8-8 5-0-9 5-0-9 1-3-03-7-95.66 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.28 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.07 -0.00 (loc) 4-5 4-5 3 l/defl >999 >849 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* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-9, 3=Mechanical, 4=Mechanical Max Horz 5=99(LC 8) Max Uplift 5=-65(LC 8), 3=-27(LC 8), 4=-25(LC 8) Max Grav 5=327(LC 1), 3=124(LC 1), 4=98(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-278/46 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); 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 65 lb uplift at joint 5, 27 lb uplift at joint 3 and 25 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) 49 lb down and 13 lb up at 2-2-15, and 49 lb down and 14 lb up at 2-4-0 on top chord, and 15 lb down and 43 lb up at 2-2-15, and 14 lb down and 41 lb up at 2-4-0 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). 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 August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss CG04 Truss Type Diagonal Hip Girder Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388398 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:24:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-iEBn?KkOhqzTHPCXUHIaRo1llPWvkZ?r22N3Lzyotld Scale = 1:29.0 1 2 3 5 4 6 7 8 9 2x4 3x4 2x4 3x4 Special Special Special Special Special Special Special Special 6-11-46-11-4 -1-8-8 1-8-8 6-11-4 6-11-4 1-3-04-6-45.66 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.65 0.54 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.24 -0.00 (loc) 4-5 4-5 4 l/defl >573 >334 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-9, 4=Mechanical Max Horz 5=122(LC 5) Max Uplift 5=-167(LC 8), 4=-75(LC 5) Max Grav 5=381(LC 31), 4=261(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-291/115 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); 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 167 lb uplift at joint 5 and 75 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) 54 lb down and 127 lb up at 1-3-10, 54 lb down and 127 lb up at 1-3-10, and 50 lb down and 35 lb up at 4-1-9, and 50 lb down and 35 lb up at 4-1-9 on top chord, and 13 lb down and 42 lb up at 1-3-10, 13 lb down and 42 lb up at 1-3-10, and 22 lb down and 30 lb up at 4-1-9, and 22 lb down and 30 lb up at 4-1-9 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). 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: 6=84(F=42, B=42) 9=-0(F=-0, B=-0) August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss GE01 Truss Type GABLE Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388399 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:24:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-ARl9Dgl0S85KuZnk2_pp_?Z0Vpy1T0t_Hi7dtQyotlc Scale = 1:15.0 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 3x8 2x4 2x4 -1-2-8 1-2-8 4-9-8 4-9-8 0-10-32-5-64.00 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 0.26 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=4-9-8, 4=4-9-8 Max Horz 5=62(LC 9) Max Uplift 5=-28(LC 12) Max Grav 5=275(LC 1), 4=170(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-236/260 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-2-8 to 1-9-8, Exterior(2N) 1-9-8 to 4-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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 28 lb uplift at joint 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. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss GE02 Truss Type GABLE Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388400 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:24:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-ARl9Dgl0S85KuZnk2_pp_?Z1VpzCT0u_Hi7dtQyotlc Scale = 1:20.3 Sheet FrontFull Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 9 8 7 6 3x8 2x4 2x4 2x4 2x4 2x4 2x4 -1-2-8 1-2-8 6-7-8 6-7-8 0-10-33-0-114.00 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 0.20 0.09 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-6: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-7-8. (lb) - Max Horz 9=79(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 9, 6, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 9, 6, 7 except 8=287(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-203/258 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-2-8 to 1-9-8, Exterior(2N) 1-9-8 to 6-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) 9, 6, 7, 8. 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. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss J01 Truss Type Jack-Closed Girder Qty 3 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388401 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:24:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-edJXQ0meDSDAWjMwbiK2XD6BrDIeCRs7WMsAPsyotlb Scale = 1:27.8 1 2 3 4 7 6 5 8 2x4 3x6 2x4 3x4 3x4 5x6 Special Special 3-2-03-2-0 6-3-03-1-0 -1-10-8 1-10-8 3-2-0 3-2-0 6-3-0 3-1-0 1-9-83-10-138.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-8] 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-P 0.29 0.14 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=Mechanical Max Horz 7=112(LC 5) Max Uplift 7=-135(LC 8), 5=-174(LC 5) Max Grav 7=440(LC 1), 5=358(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-421/151, 2-3=-270/131 WEBS 3-5=-273/158 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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) except (jt=lb) 7=135, 5=174. 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) 187 lb down and 180 lb up at 3-2-0, and 76 lb down and 69 lb up at 5-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-98(F) 8=-53(F)August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss J02 Truss Type Jack-Closed Qty 3 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388402 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:24:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-6ptvdMnGzlL18tx69PrH3QfMsde6xvWHk0cjyIyotla Scale = 1:32.9 1 2 3 4 7 6 5 8 2x4 3x6 2x4 3x4 3x4 5x6 4-6-04-6-0 6-3-01-9-0 -1-10-8 1-10-8 4-6-0 4-6-0 6-3-0 1-9-0 1-9-84-9-88.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-8] 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-P 0.27 0.12 0.12 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: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=Mechanical Max Horz 7=136(LC 9) Max Uplift 7=-34(LC 12), 5=-43(LC 9) Max Grav 7=382(LC 1), 5=222(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-346/140 BOT CHORD 6-7=-258/186 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 4-6-0, Exterior(2E) 4-6-0 to 6-1-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss J03 Truss Type Jack-Closed Qty 19 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388403 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:24:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-a?RIrhnuk3Tul0WJj7MWceBUA0vEgL2QzgLHUlyotlZ Scale = 1:36.5 1 2 3 5 4 6 7 2x4 3x6 2x4 3x4 6-3-06-3-0 -1-10-8 1-10-8 6-3-0 6-3-0 1-9-85-11-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.49 0.39 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.16 -0.00 (loc) 4-5 4-5 4 l/defl >926 >463 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical Max Horz 5=165(LC 9) Max Uplift 5=-30(LC 12), 4=-48(LC 9) Max Grav 5=382(LC 1), 4=239(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-322/151 BOT CHORD 4-5=-311/228 WEBS 2-4=-176/269 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 6-1-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, 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. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss J04 Truss Type Jack-Closed Qty 6 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388404 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:24:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-a?RIrhnuk3Tul0WJj7MWceBYG0_3gMJQzgLHUlyotlZ Scale = 1:22.7 1 2 3 5 4 6 7 2x4 3x6 2x4 3x4 3-2-03-2-0 -1-10-8 1-10-8 3-2-0 3-2-0 1-9-83-10-138.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.08 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical Max Horz 5=108(LC 11) Max Uplift 5=-36(LC 12), 4=-50(LC 9) Max Grav 5=279(LC 1), 4=98(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-250/148 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 3-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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, 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. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss J05 Truss Type Jack-Open Qty 3 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388405 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:24:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-2C?g21oWVMblNA5VHqul8rkjfQLJPqBaCK5q0ByotlY Scale: 3/4"=1' 1 2 5 4 3 2x4 3x6 4x6 1-2-71-2-7 -1-10-8 1-10-8 1-2-7 1-2-7 1-9-82-7-22-1-152-7-28.00 12 Plate Offsets (X,Y)-- [4:0-4-8,0-2-0] 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-P 0.25 0.01 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-7 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=52(LC 11) Max Uplift 5=-41(LC 12), 3=-86(LC 1), 4=-64(LC 12) Max Grav 5=280(LC 1), 3=62(LC 12), 4=33(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-270/126 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 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. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss J06 Truss Type Jack-Open Qty 3 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388406 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-XOY2GNp9Ggjc?KghqXP_h3HuPqhY8HRjR_qNYdyotlX Scale: 3/4"=1' 1 2 5 4 3 2x4 3x6 4x6 1-2-71-2-7 -1-10-8 1-10-8 1-2-7 1-2-7 1-9-82-7-28.00 12 Plate Offsets (X,Y)-- [4:0-4-8,0-2-0] 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-P 0.25 0.01 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-7 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=52(LC 11) Max Uplift 5=-41(LC 12), 3=-86(LC 1), 4=-64(LC 12) Max Grav 5=280(LC 1), 3=62(LC 12), 4=33(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-270/126 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 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. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss J07 Truss Type Jack-Open Qty 2 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388407 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-XOY2GNp9Ggjc?KghqXP_h3HuPqh78HSjR_qNYdyotlX Scale = 1:19.6 1 2 5 4 6 3 2x4 3x6 3x4 2-3-02-3-0 -1-10-8 1-10-8 2-3-0 2-3-0 1-9-83-3-82-10-53-3-88.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.04 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-0 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=105(LC 12) Max Uplift 5=-2(LC 12), 3=-6(LC 9), 4=-55(LC 12) Max Grav 5=264(LC 1), 3=17(LC 8), 4=45(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 2-2-4 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 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. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss J08 Truss Type Jack-Open Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388408 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-?a6QTjqn1_rTcUEtOFwDEGp1kE0jtkMsfeax53yotlW Scale = 1:15.3 1 2 5 3 42x4 3x4 0-11-70-11-7 -1-10-8 1-10-8 0-11-7 0-11-7 1-9-82-5-21-11-152-5-28.00 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 0.34 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-7 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=86(LC 12) Max Uplift 5=-8(LC 8), 3=-110(LC 1), 4=-60(LC 12) Max Grav 5=307(LC 1), 3=14(LC 8), 4=29(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-279/201 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4 except (jt=lb) 3=110. 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. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss J09 Truss Type Jack-Open Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388409 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-?a6QTjqn1_rTcUEtOFwDEGp1kE0jtkMsfeax53yotlW Scale = 1:15.3 1 2 5 3 42x4 3x4 0-11-70-11-7 -1-10-8 1-10-8 0-11-7 0-11-7 1-9-82-5-21-11-152-5-28.00 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 0.34 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-7 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=86(LC 12) Max Uplift 5=-8(LC 8), 3=-110(LC 1), 4=-60(LC 12) Max Grav 5=307(LC 1), 3=14(LC 8), 4=29(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-279/201 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4 except (jt=lb) 3=110. 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. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss J10 Truss Type Jack-Closed Qty 4 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388410 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-Tngoh3qPoHzKEep4yyRSmUMFgeMVcBw0uIJUdWyotlV Scale = 1:21.4 1 2 3 5 4 6 7 2x4 3x6 2x4 3x4 3-7-63-7-6 -1-2-8 1-2-8 3-7-6 3-7-6 1-3-03-7-158.00 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-P 0.14 0.11 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical Max Horz 5=98(LC 9) Max Uplift 5=-21(LC 12), 4=-31(LC 9) Max Grav 5=232(LC 1), 4=132(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 3-6-2 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) 5, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss J11 Truss Type Jack-Closed Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388411 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-xzEAuPr1Zb5BsoOGWgyhJhuQj1ihLeH97y329yyotlU Scale = 1:21.4 1 2 4 3 5 2x4 3x4 2x4 3x4 3-7-63-7-6 3-7-6 3-7-6 1-3-03-7-158.00 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-P 0.18 0.11 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-6 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=87(LC 9) Max Uplift 3=-29(LC 9) Max Grav 4=142(LC 18), 3=147(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-4 to 3-1-4, Interior(1) 3-1-4 to 3-6-2 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. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss J12 Truss Type Jack-Closed Qty 7 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388412 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-xzEAuPr1Zb5BsoOGWgyhJhuOl1guLdg97y329yyotlU Scale = 1:25.7 1 2 3 5 4 6 7 2x4 3x6 2x4 3x4 4-11-64-11-6 -1-2-8 1-2-8 4-11-6 4-11-6 1-3-04-6-108.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.23 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 -0.00 (loc) 4-5 4-5 4 l/defl >999 >965 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical Max Horz 5=122(LC 9) Max Uplift 5=-19(LC 12), 4=-32(LC 9) Max Grav 5=281(LC 1), 4=188(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 4-10-2 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) 5, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss J13 Truss Type Jack-Open Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388413 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-P9oZ6lsfKvD2UxzS3NTwrvRcbR2M45fJLcobhOyotlT Scale = 1:15.0 1 2 5 4 3 2x4 3x6 3x4 1-8-91-8-9 -1-2-8 1-2-8 1-8-9 1-8-9 1-3-02-4-121-11-82-4-128.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-9 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=72(LC 12) Max Uplift 5=-1(LC 12), 3=-6(LC 9), 4=-32(LC 12) Max Grav 5=179(LC 1), 3=14(LC 17), 4=31(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 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. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss J14 Truss Type Jack-Open Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388414 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-tMMxJ5tH5CLv55Yfd5_9O6_nLrOdpYvSaGY8EryotlS Scale = 1:14.8 1 2 5 4 3 2x4 3x6 3x4 1-7-131-7-13 -1-2-8 1-2-8 1-7-13 1-7-13 1-3-02-4-41-11-02-4-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-13 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=71(LC 12) Max Uplift 5=-1(LC 12), 3=-5(LC 9), 4=-34(LC 12) Max Grav 5=178(LC 1), 3=11(LC 17), 4=30(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 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. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss J15 Truss Type Jack-Open Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388415 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-tMMxJ5tH5CLv55Yfd5_9O6_nLrNkpYpSaGY8EryotlS Scale = 1:19.3 1 2 5 4 6 3 2x4 3x6 3x4 2-11-132-11-13 -1-2-8 1-2-8 2-11-13 2-11-13 1-3-03-2-142-9-113-2-148.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.08 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-13 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=91(LC 12) Max Uplift 3=-16(LC 12), 4=-13(LC 12) Max Grav 5=213(LC 1), 3=64(LC 17), 4=57(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 2-11-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss J16 Truss Type Jack-Open Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388416 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-LYwJWRtvsWTmjF7rBoWOwKWy5Fk0Y?9cpvHimHyotlR Scale = 1:12.6 1 2 5 4 3 2x4 3x6 4x6 0-11-130-11-13 -1-2-8 1-2-8 0-11-13 0-11-13 1-3-01-10-140-5-31-5-111-10-148.00 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-P 0.11 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-13 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=35(LC 11) Max Uplift 5=-25(LC 12), 3=-42(LC 1), 4=-37(LC 12) Max Grav 5=181(LC 1), 3=33(LC 12), 4=22(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 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. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss J17 Truss Type Jack-Open Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388417 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-LYwJWRtvsWTmjF7rBoWOwKWy5FjzY?3cpvHimHyotlR Scale = 1:19.3 1 2 5 4 6 3 2x4 3x6 3x4 2-11-132-11-13 -1-2-8 1-2-8 2-11-13 2-11-13 1-3-03-2-142-9-113-2-148.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.08 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-13 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=91(LC 12) Max Uplift 3=-16(LC 12), 4=-13(LC 12) Max Grav 5=213(LC 1), 3=64(LC 17), 4=57(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 2-11-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss J18 Truss Type Jack-Open Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388418 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-pkThkmuYdqbdLPi1lW1dTX37rf4FHSPl2Z1FIjyotlQ Scale = 1:12.6 1 2 5 4 3 2x4 3x6 4x6 0-11-130-11-13 -1-2-8 1-2-8 0-11-13 0-11-13 1-3-01-10-141-5-111-10-148.00 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-P 0.11 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-13 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=35(LC 11) Max Uplift 5=-25(LC 12), 3=-42(LC 1), 4=-37(LC 12) Max Grav 5=181(LC 1), 3=33(LC 12), 4=22(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 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. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss M01 Truss Type MONO TRUSS Qty 9 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388419 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-Ix13x6vAO7kTyZHEIDYs0lc9c2JN0v5uGDmpq9yotlP Scale = 1:20.2 1 2 3 4 53x8 4x6 4x6 2x4 2x4 6-7-86-7-8 -1-2-8 1-2-8 6-7-8 6-7-8 0-10-33-0-114.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.68 0.46 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.22 0.00 (loc) 2-5 2-5 5 l/defl >722 >361 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 3-5-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 5=0-3-8 Max Horz 2=73(LC 9) Max Uplift 2=-22(LC 12) Max Grav 2=340(LC 1), 5=254(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 6-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T01 Truss Type Common Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388420 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-m7bS9Swo9RsKajsQsw35Yy8K?SYxlEx2VtWMNcyotlO Scale = 1:69.4 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 3x6 4x6 3x6 3x6 3x4 4x6 3x4 4x6 3x6 4x8 4x8 3x6 9-6-139-6-13 18-11-39-4-5 28-6-09-6-13 7-2-12 7-2-12 14-3-0 7-0-4 21-3-4 7-0-4 28-6-0 7-2-12 30-4-8 1-10-8 1-9-811-3-81-9-88.00 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-S 0.58 0.96 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.46 0.05 (loc) 12-13 12-13 9 l/defl >999 >741 n/a L/d 240 180 n/a PLATES MT20 Weight: 135 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-10,3-12: 2x3 SPF No.2, 1-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-13, 5-9 REACTIONS. (size)13=0-3-8, 9=0-3-8 Max Horz 13=-206(LC 10) Max Uplift 9=-25(LC 12) Max Grav 13=1315(LC 17), 9=1430(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-314/94, 3-4=-1441/125, 4-5=-1431/122, 5-7=-322/122, 1-13=-300/68, 7-9=-424/133 BOT CHORD 12-13=0/1270, 10-12=0/921, 9-10=0/1158 WEBS 4-10=-26/674, 5-10=-259/153, 4-12=-26/691, 3-12=-277/153, 3-13=-1344/0, 5-9=-1345/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-3-0, Exterior(2R) 14-3-0 to 17-3-0, Interior(1) 17-3-0 to 30-4-8 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) 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9. 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. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T02 Truss Type Hip Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388421 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-EJ9qMoxQwl_BCsQcQeaK5AhZqs?7Uk0BkXFvv2yotlN Scale = 1:66.1 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 3x6 5x6 3x6 3x4 3x6 3x4 3x6 3x4 5x6 3x8 3x4 3x6 4x6 3x4 4x6 6-2-126-2-12 12-3-06-0-4 16-3-04-0-0 22-3-46-0-4 28-6-06-2-12 -1-10-8 1-10-8 6-2-12 6-2-12 12-3-0 6-0-4 16-3-0 4-0-0 22-3-4 6-0-4 28-6-0 6-2-12 30-4-8 1-10-8 1-9-89-11-81-9-89-11-88.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [5:0-3-12,0-2-0], [6:0-3-12,0-2-0], [9:0-2-14,0-2-0], [12:0-2-8,0-1-8], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.38 0.45 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.11 0.03 (loc) 15-16 15-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 137 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-13: 2x4 SPF No.2, 2-17,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-4 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 4-15, 5-13, 7-13 REACTIONS. (size)17=0-3-8, 11=0-3-8 Max Horz 17=-190(LC 10) Max Uplift 17=-24(LC 12), 11=-24(LC 12) Max Grav 17=1351(LC 17), 11=1349(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1391/24, 4-5=-1171/83, 5-6=-901/94, 6-7=-1168/82, 7-9=-1387/24, 2-17=-1255/56, 9-11=-1252/56 BOT CHORD 15-16=0/1192, 13-15=0/967, 12-13=0/1089 WEBS 4-15=-305/65, 5-15=0/405, 6-13=0/379, 7-13=-304/65, 2-16=0/1054, 9-12=0/1052 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 12-3-0, Exterior(2E) 12-3-0 to 16-3-0, Exterior(2R) 16-3-0 to 20-5-15, Interior(1) 20-5-15 to 30-4-8 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 11. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T03 Truss Type Hip Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388422 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-iWjCa8x2g262p0?o_L5ZdNEg9GFLD7tLyB?TRUyotlM Scale = 1:59.5 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 1718 19 20 21 22 23 24 25 26 5x8 5x8 3x6 3x8 3x8 3x4 3x8 3x4 4x8 4x8 3x4 10-3-010-3-0 18-3-08-0-0 28-6-010-3-0 -1-10-8 1-10-8 5-2-12 5-2-12 10-3-0 5-0-4 18-3-0 8-0-0 23-3-4 5-0-4 28-6-0 5-2-12 30-4-8 1-10-8 1-9-88-7-81-9-88-7-88.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-0], [5:0-5-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.60 0.83 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.55 0.05 (loc) 9-10 9-10 9 l/defl >999 >620 n/a L/d 240 180 n/a PLATES MT20 Weight: 126 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-12: 2x4 SPF No.2, 2-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-8 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, 3-13, 6-9 REACTIONS. (size)13=0-3-8, 9=0-3-8 Max Horz 13=-169(LC 10) Max Uplift 13=-24(LC 12), 9=-24(LC 12) Max Grav 13=1365(LC 17), 9=1373(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-257/73, 3-4=-1301/56, 4-5=-1031/70, 5-6=-1315/56, 6-7=-255/73, 2-13=-360/103, 7-9=-359/103 BOT CHORD 12-13=0/1099, 10-12=0/1063, 9-10=0/1014 WEBS 4-12=0/365, 5-10=0/392, 3-13=-1224/0, 6-9=-1239/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 10-3-0, Exterior(2R) 10-3-0 to 14-5-15, Interior(1) 14-5-15 to 18-3-0, Exterior(2R) 18-3-0 to 22-5-15, Interior(1) 22-5-15 to 30-4-8 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T04 Truss Type Hip Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388423 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-eury_qzICgMm3K9B5m81joJxs3_ih20dQVUZWNyotlK Scale = 1:52.6 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 22 23 5x6 3x4 3x6 3x6 3x8 5x6 2x4 3x6 6x8 3x4 6x8 8-3-08-3-0 14-3-06-0-0 20-3-06-0-0 28-6-08-3-0 -1-10-8 1-10-8 8-3-0 8-3-0 14-3-0 6-0-0 20-3-0 6-0-0 28-6-0 8-3-0 30-4-8 1-10-8 1-9-87-3-81-9-87-3-88.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-3-12,0-2-0], [5:0-3-12,0-2-0], [6:0-3-8,Edge], [8:Edge,0-1-8], [9:0-2-8,0-1-8], [12:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.91 0.58 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.23 0.03 (loc) 12-13 12-13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 121 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-13,6-8: 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 (4-11-2 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-3-8, 8=0-3-8 Max Horz 13=-148(LC 10) Max Uplift 13=-24(LC 12), 8=-24(LC 12) Max Grav 13=1378(LC 17), 8=1378(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1429/28, 3-4=-1292/57, 4-5=-1293/57, 5-6=-1429/28, 2-13=-1248/68, 6-8=-1248/68 BOT CHORD 12-13=-77/313, 10-12=0/1147, 9-10=0/1101 WEBS 3-10=-9/390, 4-10=-387/56, 5-10=-9/390, 2-12=0/944, 6-9=0/945 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 8-3-0, Exterior(2R) 8-3-0 to 12-5-15, Interior(1) 12-5-15 to 20-3-0, Exterior(2R) 20-3-0 to 24-5-15, Interior(1) 24-5-15 to 30-4-8 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T05 Truss Type Common Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388424 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-64PLCA_xzzUdgUkNfUfGF0sBjTF5QU7nf9D72pyotlJ Scale = 1:67.7 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 3x6 4x6 3x6 3x6 3x4 4x6 3x4 4x6 3x4 4x8 4x8 3x4 9-6-139-6-13 18-11-39-4-5 28-6-09-6-13 7-2-12 7-2-12 14-3-0 7-0-4 21-3-4 7-0-4 28-6-0 7-2-12 1-9-811-3-81-9-88.00 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-S 0.58 0.96 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.46 0.05 (loc) 11-12 11-12 8 l/defl >999 >741 n/a L/d 240 180 n/a PLATES MT20 Weight: 132 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-9,3-11: 2x3 SPF No.2, 1-12,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-12, 5-8 REACTIONS. (size)12=0-3-8, 8=0-3-8 Max Horz 12=-190(LC 10) Max Grav 12=1319(LC 17), 8=1319(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-314/94, 3-4=-1446/125, 4-5=-1446/125, 5-7=-313/94, 1-12=-300/68, 7-8=-300/68 BOT CHORD 11-12=-1/1262, 9-11=0/913, 8-9=0/1161 WEBS 4-9=-26/691, 5-9=-277/153, 4-11=-26/691, 3-11=-277/153, 3-12=-1349/0, 5-8=-1349/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-3-0, Exterior(2R) 14-3-0 to 17-3-0, Interior(1) 17-3-0 to 28-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T06 Truss Type Roof Special Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388425 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-aHyjPV_ZkHcUIeJaDBAVoDOMXtg99y3wtpzgaFyotlI Scale = 1:74.7 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 3x6 4x6 5x12 4x6 3x4 3x6 3x4 3x6 3x8 3x4 3x4 2x4 5x6 2x4 4x6 4x8 7-2-127-2-12 14-3-07-0-4 20-3-46-0-4 26-3-86-0-4 28-1-81-10-0 30-4-02-2-8 7-2-12 7-2-12 14-3-0 7-0-4 20-3-4 6-0-4 26-3-8 6-0-4 28-1-8 1-10-0 30-4-0 2-2-8 32-2-8 1-10-8 1-9-83-3-311-3-81-9-83-3-38.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [7:0-3-12,0-2-0], [8:0-2-14,0-2-0], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.58 0.58 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.18 0.05 (loc) 15-16 15-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 138 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* 4-15: 2x4 SPF No.2, 1-17,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 3-15, 5-15 REACTIONS. (size)17=0-3-8, 10=0-3-8 Max Horz 17=-207(LC 10) Max Uplift 10=-23(LC 12) Max Grav 17=1341(LC 17), 10=1448(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1559/33, 3-4=-1242/110, 4-5=-1221/113, 5-6=-1652/49, 6-7=-887/31, 7-8=-1093/28, 1-17=-1231/26, 8-10=-1403/62 BOT CHORD 16-17=-151/261, 15-16=0/1345, 13-15=0/1345, 12-13=0/1536, 11-12=0/1542 WEBS 3-15=-459/80, 4-15=-28/955, 5-15=-652/77, 5-13=0/369, 6-13=-268/45, 6-11=-1319/0, 7-11=-24/549, 1-16=0/1155, 8-11=0/1061 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-2-2, Interior(1) 3-2-2 to 14-3-0, Exterior(2R) 14-3-0 to 17-3-6, Interior(1) 17-3-6 to 28-1-8, Exterior(2R) 28-1-8 to 31-1-14, Interior(1) 31-1-14 to 32-2-8 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T07 Truss Type Roof Special Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388426 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-Xf4TqB0pGusCXxTyKcCzteUiJhKgdtyDL7Snf8yotlG Scale = 1:68.0 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 3x6 5x8 5x12 5x6 3x4 3x6 3x4 3x6 3x4 5x6 3x8 5x6 3x6 4x6 3x4 4x6 6-2-126-2-12 12-3-06-0-4 16-3-04-0-0 24-3-88-0-8 26-1-81-10-0 30-4-04-2-8 -1-10-8 1-10-8 6-2-12 6-2-12 12-3-0 6-0-4 16-3-0 4-0-0 24-3-8 8-0-8 26-1-8 1-10-0 30-4-0 4-2-8 32-2-8 1-10-8 1-9-84-7-39-11-81-9-89-11-88.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [5:0-3-12,0-2-0], [6:0-4-4,0-1-11], [8:0-3-12,0-2-0], [9:0-2-14,0-2-0], [12:0-2-8,0-1-8], [13:0-2-8,0-2-8], [17:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.62 0.64 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.24 0.04 (loc) 13-14 13-14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 146 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-14: 2x4 SPF No.2, 2-18,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-15 max.): 5-6, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 5-14, 7-14 REACTIONS. (size)18=0-3-8, 11=0-3-8 Max Horz 18=192(LC 11) Max Uplift 18=-23(LC 12), 11=-23(LC 12) Max Grav 18=1433(LC 17), 11=1429(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1497/42, 4-5=-1291/106, 5-6=-1053/118, 6-7=-1368/90, 7-8=-1531/56, 8-9=-1347/41, 2-18=-1337/79, 9-11=-1357/76 BOT CHORD 16-17=0/1281, 14-16=0/1067, 13-14=0/1497, 12-13=0/1066 WEBS 4-16=-291/69, 5-16=0/372, 6-14=0/405, 7-14=-557/75, 7-13=-788/98, 8-13=-14/1103, 8-12=-360/0, 2-17=0/1145, 9-12=0/1101 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 1-1-14, Interior(1) 1-1-14 to 12-3-0, Exterior(2R) 12-3-0 to 15-3-6, Interior(1) 15-3-6 to 16-3-0, Exterior(2R) 16-3-0 to 19-3-6, Interior(1) 19-3-6 to 26-1-8, Exterior(2R) 26-1-8 to 29-1-14, Interior(1) 29-1-14 to 32-2-8 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T08 Truss Type Roof Special Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388427 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-?ser2X1R1C_39529uJjCQs0tN4dLMHrNanBKBayotlF Scale = 1:60.8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 5x8 5x8 4x10 5x6 3x6 3x8 4x6 3x4 2x4 3x4 5x10 MT18HS 3x4 5x6 4x8 10-3-010-3-0 18-3-08-0-0 22-3-84-0-8 24-1-81-10-0 30-4-06-2-8 -1-10-8 1-10-8 5-2-12 5-2-12 10-3-0 5-0-4 18-3-0 8-0-0 22-3-8 4-0-8 24-1-8 1-10-0 30-4-0 6-2-8 32-2-8 1-10-8 1-9-85-11-38-7-81-9-88-7-88.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-0], [5:0-5-8,0-1-12], [7:0-3-12,0-2-0], [8:0-3-0,0-1-12], [10:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.60 0.87 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.50 0.05 (loc) 15-16 15-16 10 l/defl >999 >717 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 143 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15: 2x4 SPF No.2, 2-16,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-9 max.): 4-5, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 3-16 REACTIONS. (size)16=0-3-8, 10=0-3-8 Max Horz 16=170(LC 11) Max Uplift 16=-23(LC 12), 10=-23(LC 12) Max Grav 16=1447(LC 17), 10=1451(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-254/76, 3-4=-1424/76, 4-5=-1134/92, 5-6=-1468/91, 6-7=-1170/72, 7-8=-1499/46, 2-16=-360/104, 8-10=-1353/82 BOT CHORD 15-16=0/1186, 13-15=0/1225, 12-13=0/1374, 11-12=0/1374 WEBS 4-15=0/415, 5-13=0/558, 6-13=-321/68, 6-11=-664/17, 7-11=0/556, 3-16=-1346/11, 8-11=0/1119 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 1-1-14, Interior(1) 1-1-14 to 10-3-0, Exterior(2R) 10-3-0 to 13-3-6, Interior(1) 13-3-6 to 18-3-0, Exterior(2R) 18-3-0 to 21-3-6, Interior(1) 21-3-6 to 24-1-8, Exterior(2R) 24-1-8 to 27-1-14, Interior(1) 27-1-14 to 32-2-8 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T09 Truss Type Common Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388428 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-T2CEFt23oW6wnFdLS1ERy3Z2SUyG5lMWoRxuj1yotlE Scale = 1:67.7 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 3x6 4x6 3x6 3x6 3x4 4x6 3x4 4x6 3x4 4x8 4x8 3x4 9-6-139-6-13 18-11-39-4-5 28-6-09-6-13 7-2-12 7-2-12 14-3-0 7-0-4 21-3-4 7-0-4 28-6-0 7-2-12 1-9-811-3-81-9-88.00 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-S 0.58 0.96 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.46 0.05 (loc) 11-12 11-12 8 l/defl >999 >741 n/a L/d 240 180 n/a PLATES MT20 Weight: 132 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-9,3-11: 2x3 SPF No.2, 1-12,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-12, 5-8 REACTIONS. (size)12=0-3-8, 8=0-3-8 Max Horz 12=-190(LC 10) Max Grav 12=1319(LC 17), 8=1319(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-314/94, 3-4=-1446/125, 4-5=-1446/125, 5-7=-313/94, 1-12=-300/68, 7-8=-300/68 BOT CHORD 11-12=-1/1262, 9-11=0/913, 8-9=0/1161 WEBS 4-9=-26/691, 5-9=-277/153, 4-11=-26/691, 3-11=-277/153, 3-12=-1349/0, 5-8=-1349/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-3-0, Exterior(2R) 14-3-0 to 17-3-0, Interior(1) 17-3-0 to 28-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T10 Truss Type Hip Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388429 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-PRK_gZ3KK7Md0ZmjZSHv1UeJoIifZfepGlQ?ovyotlC Scale = 1:55.5 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 24 6x6 6x6 3x6 3x6 3x6 3x8 2x4 3x6 6x8 3x6 6x8 3x6 8-3-08-3-0 15-2-06-11-0 22-1-06-11-0 30-4-08-3-0 -1-10-8 1-10-8 8-3-0 8-3-0 15-2-0 6-11-0 22-1-0 6-11-0 30-4-0 8-3-0 32-2-8 1-10-8 1-9-87-3-81-9-87-3-88.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-3-0,0-2-3], [5:0-3-0,0-2-3], [6:0-3-8,Edge], [8:Edge,0-1-8], [9:0-2-8,0-1-8], [13:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.91 0.64 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.25 0.03 (loc) 13-14 13-14 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 126 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-14,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-4-5 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-3-8, 8=0-3-8 Max Horz 14=149(LC 11) Max Uplift 14=-23(LC 12), 8=-23(LC 12) Max Grav 14=1463(LC 17), 8=1463(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1553/26, 3-4=-1480/55, 4-5=-1480/55, 5-6=-1553/26, 2-14=-1332/67, 6-8=-1332/67 BOT CHORD 13-14=-77/316, 11-13=0/1255, 9-11=0/1205 WEBS 3-11=-9/480, 4-11=-458/71, 5-11=-9/480, 2-13=0/1044, 6-9=0/1045 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 1-1-14, Interior(1) 1-1-14 to 8-3-0, Exterior(2R) 8-3-0 to 12-6-8, Interior(1) 12-6-8 to 22-1-0, Exterior(2R) 22-1-0 to 26-4-8, Interior(1) 26-4-8 to 32-2-8 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T11 Truss Type Half Hip Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388430 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-PRK_gZ3KK7Md0ZmjZSHv1UeU6IryZmdpGlQ?ovyotlC Scale: 3/8"=1' 1 2 3 4 7 6 5 8 2x4 3x4 2x4 3x4 5x6 3x6 4-3-04-3-0 6-3-02-0-0 -1-10-8 1-10-8 4-3-0 4-3-0 6-3-0 2-0-0 1-9-84-7-88.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-8] 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-P 0.25 0.11 0.11 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: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=131(LC 9) Max Uplift 5=-42(LC 9), 7=-34(LC 12) Max Grav 5=220(LC 1), 7=382(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-348/139 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-10-8 to 1-1-8, Interior(1) 1-1-8 to 4-3-0, Exterior(2E) 4-3-0 to 6-1-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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) 5, 7. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T12 Truss Type Roof Special Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388431 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-tdtMtv4y5RUUeiLw79o8aiBUMi?jI66yUP9YKLyotlB Scale = 1:88.6 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 3x6 5x6 4x8 4x6 3x6 3x6 3x6 3x4 3x6 3x4 3x12 4x8 2x4 6x8 3x6 6x8 3x6 7-8-47-8-4 15-2-07-5-12 16-8-01-6-0 26-0-49-4-4 34-4-08-3-12 -1-2-8 1-2-8 7-8-4 7-8-4 15-2-0 7-5-12 16-8-0 1-6-0 17-11-0 1-3-0 26-0-4 8-1-4 34-4-0 8-3-12 35-6-8 1-2-8 1-3-011-4-612-2-61-3-011-4-68.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-3-12,0-2-0], [6:0-4-0,Edge], [10:0-3-8,Edge], [12:Edge,0-1-8], [18:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.92 0.84 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.49 0.05 (loc) 13-15 13-15 12 l/defl >999 >838 n/a L/d 240 180 n/a PLATES MT20 Weight: 187 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-18,4-17,8-13,2-18,10-13: 2x3 SPF No.2 2-19,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-1-12 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 5-15, 6-15 REACTIONS. (size)19=0-3-8, 12=0-3-8 Max Horz 19=-219(LC 10) Max Uplift 19=-6(LC 12), 12=-6(LC 12) Max Grav 19=1621(LC 17), 12=1619(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1998/28, 4-5=-1559/106, 5-6=-1209/114, 6-7=-1347/126, 7-8=-2062/189, 8-10=-2001/34, 2-19=-1503/58, 10-12=-1498/63 BOT CHORD 18-19=-115/435, 17-18=0/1709, 15-17=0/1280, 13-15=0/1198, 12-13=-29/316 WEBS 4-17=-550/80, 5-17=-18/392, 6-15=-516/8, 7-15=0/856, 7-13=-109/876, 8-13=-526/190, 2-18=0/1344, 10-13=0/1316 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 2-2-11, Interior(1) 2-2-11 to 15-2-0, Exterior(2E) 15-2-0 to 16-8-0, Interior(1) 16-8-0 to 17-11-0, Exterior(2R) 17-11-0 to 21-4-3, Interior(1) 21-4-3 to 35-6-8 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 12. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T13 Truss Type Roof Special Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388432 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-q0?7Ia5Cd2lCt0VIEaqcf7GqDVeqmz3FyjefPEyotl9 Scale = 1:82.2 1 2 3 4 5 6 7 8 9 1011 19 18 17 16 15 14 13 12 20 21 22 23 3x6 5x6 5x6 4x6 3x6 3x4 5x8 WB 3x4 3x6 3x4 5x8 4x8 2x4 5x8 3x4 6x8 4x6 6-8-46-8-4 13-2-06-5-12 14-8-01-6-0 26-0-411-4-4 34-4-08-3-12 -1-2-8 1-2-8 6-8-4 6-8-4 13-2-0 6-5-12 14-8-0 1-6-0 17-11-0 3-3-0 26-0-4 8-1-4 34-4-0 8-3-12 35-6-8 1-2-8 1-3-010-0-612-2-61-3-010-0-68.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-3-12,0-2-0], [6:0-3-0,Edge], [10:0-3-8,Edge], [12:Edge,0-1-8], [18:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.90 1.00 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.58 -0.91 0.04 (loc) 13-15 13-15 12 l/defl >703 >447 n/a L/d 240 180 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 7-15,7-13: 2x4 SPF No.2, 2-19,10-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-7 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-15. WEBS 1 Row at midpt 4-17, 5-17, 6-15 REACTIONS. (size)19=0-3-8, 12=0-3-8 Max Horz 19=-219(LC 10) Max Uplift 19=-6(LC 12), 12=-6(LC 12) Max Grav 19=1601(LC 17), 12=1617(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1956/29, 4-5=-1641/95, 5-6=-1366/97, 6-7=-1645/154, 7-8=-2083/194, 8-10=-2018/37, 2-19=-1495/53, 10-12=-1511/65 BOT CHORD 18-19=-134/369, 17-18=0/1686, 15-17=0/1381, 13-15=0/1177, 12-13=-32/287 WEBS 4-17=-398/70, 5-15=0/570, 6-15=-885/78, 7-15=-34/1049, 7-13=-99/944, 8-13=-536/193, 2-18=0/1369, 10-13=0/1358 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 2-2-11, Interior(1) 2-2-11 to 13-2-0, Exterior(2E) 13-2-0 to 14-8-0, Interior(1) 14-8-0 to 17-11-0, Exterior(2R) 17-11-0 to 21-4-3, Interior(1) 21-4-3 to 35-6-8 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 12. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T14 Truss Type Roof Special Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388433 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-ICZVWw6qNMt3VA4VoHLrCKpzYv1KVQaPBNOCxgyotl8 Scale = 1:80.4 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 5x6 5x6 4x6 3x6 3x6 3x8 3x8 4x6 4x6 4x6 3x6 5x10 MT18HS 8x14 MT18HS4x8 11-2-011-2-0 12-8-01-6-0 23-4-1210-8-12 34-4-010-11-4 -1-2-8 1-2-8 5-8-4 5-8-4 11-2-0 5-5-12 12-8-0 1-6-0 17-11-0 5-3-0 26-0-4 8-1-4 34-4-0 8-3-12 35-6-8 1-2-8 1-3-08-8-612-2-61-3-08-8-68.00 12 Plate Offsets (X,Y)-- [4:0-3-12,0-2-0], [9:0-1-3,0-1-12], [11:Edge,0-3-8], [15:0-2-8,0-2-0] 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-S 0.99 0.79 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.59 0.06 (loc) 12-15 12-15 11 l/defl >999 >690 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 168 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-14: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-15,6-12,7-11: 2x4 SPF No.2, 2-17,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-9-13 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 5-15, 3-17, 7-11 REACTIONS. (size)17=0-3-8, 11=0-3-8 Max Horz 17=-219(LC 10) Max Uplift 17=-6(LC 12), 11=-6(LC 12) Max Grav 17=1616(LC 17), 11=1660(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-475/48, 3-4=-1802/65, 4-5=-1431/84, 5-6=-1894/169, 6-7=-1907/140, 7-9=-639/136, 2-17=-451/71, 9-11=-586/128 BOT CHORD 16-17=0/1616, 15-16=0/1617, 12-15=0/1189, 11-12=0/1569 WEBS 4-16=0/759, 5-16=-546/26, 5-15=-697/105, 6-15=-68/1056, 6-12=-17/896, 7-12=-367/171, 3-17=-1541/19, 7-11=-1529/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 2-2-11, Interior(1) 2-2-11 to 11-2-0, Exterior(2E) 11-2-0 to 12-8-0, Interior(1) 12-8-0 to 17-11-0, Exterior(2R) 17-11-0 to 21-4-3, Interior(1) 21-4-3 to 35-6-8 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 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. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T15 Truss Type Roof Special Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388434 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-mO7tjG7S8f?w6KfhM?t4kYL9QJM7EtaYP17lT7yotl7 Scale = 1:80.4 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 5x6 6x10 4x6 3x6 5x8 WB4x8 4x6 2x4 3x12 4x6 3x6 4x8 8x14 MT18HS4x6 9-2-09-2-0 10-8-01-6-0 22-4-1211-8-12 34-4-011-11-4 -1-2-8 1-2-8 4-8-4 4-8-4 9-2-0 4-5-12 10-8-0 1-6-0 17-11-0 7-3-0 26-0-4 8-1-4 34-4-0 8-3-12 35-6-8 1-2-8 1-3-07-4-612-2-61-3-07-4-68.00 12 Plate Offsets (X,Y)-- [4:0-3-12,0-2-0], [7:0-2-6,0-2-1], [9:0-1-3,0-1-12], [11:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.92 0.88 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.53 -0.86 0.07 (loc) 11-12 11-12 11 l/defl >770 >476 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 165 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-14: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-12,6-12,7-11: 2x4 SPF No.2, 2-17,9-11: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-7-10 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 5-12, 3-17, 7-11 REACTIONS. (size)17=0-3-8, 11=0-3-8 Max Horz 17=-219(LC 10) Max Uplift 17=-6(LC 12), 11=-6(LC 12) Max Grav 17=1617(LC 17), 11=1640(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-362/45, 3-4=-1864/56, 4-5=-1492/71, 5-6=-1259/116, 6-7=-1806/125, 7-9=-687/126, 2-17=-374/67, 9-11=-613/122 BOT CHORD 16-17=0/1597, 15-16=0/1777, 12-15=0/1782, 11-12=0/1522 WEBS 4-16=-13/877, 5-16=-840/7, 5-15=0/446, 5-12=-913/64, 6-12=-14/1282, 7-12=-363/165, 3-17=-1645/9, 7-11=-1416/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 2-2-11, Interior(1) 2-2-11 to 9-2-0, Exterior(2E) 9-2-0 to 10-8-0, Interior(1) 10-8-0 to 17-11-0, Exterior(2R) 17-11-0 to 21-4-3, Interior(1) 21-4-3 to 35-6-8 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 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. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T16 Truss Type Roof Special Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388435 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-EbhFwc84vz7nkUEtwiOJHluKSjhuzGLhehtJ?Zyotl6 Scale = 1:80.4 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 5x6 4x6 3x6 3x6 3x6 3x6 5x8 5x6 3x6 4x8 3x4 3x6 6x8 3x8 MT18HS 6x8 3x6 7-2-07-2-0 8-8-01-6-0 17-11-09-3-0 26-0-48-1-4 34-4-08-3-12 -1-2-8 1-2-8 7-2-0 7-2-0 8-8-0 1-6-0 13-3-8 4-7-8 17-11-0 4-7-8 26-0-4 8-1-4 34-4-0 8-3-12 35-6-8 1-2-8 1-3-06-0-612-2-61-3-06-0-68.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-3-12,0-2-0], [4:0-3-0,Edge], [9:0-3-8,Edge], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.90 0.91 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.52 0.05 (loc) 14-16 14-16 11 l/defl >999 >785 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 162 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-14,7-14: 2x4 SPF No.2, 2-18,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-2-15 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 7-14 REACTIONS. (size)18=0-3-8, 11=0-3-8 Max Horz 18=219(LC 11) Max Uplift 18=-6(LC 12), 11=-6(LC 12) Max Grav 18=1614(LC 17), 11=1618(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1950/31, 3-4=-1783/49, 4-5=-2160/110, 5-6=-1439/126, 6-7=-1506/119, 7-9=-1987/40, 2-18=-1493/58, 9-11=-1485/67 BOT CHORD 17-18=-116/463, 16-17=0/1663, 14-16=0/1513, 12-14=0/1569, 11-12=-23/327 WEBS 3-16=0/929, 4-16=-1230/56, 5-16=-32/792, 5-14=-652/109, 6-14=-43/1232, 7-14=-612/91, 7-12=0/263, 2-17=0/1290, 9-12=0/1296 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 2-2-11, Interior(1) 2-2-11 to 7-2-0, Exterior(2E) 7-2-0 to 8-8-0, Interior(1) 8-8-0 to 17-11-0, Exterior(2R) 17-11-0 to 21-4-3, Interior(1) 21-4-3 to 35-6-8 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 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. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T17 Truss Type Roof Special Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388436 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-Azp0LI9LRaNVznNG17QnMAzgxWQZRFW_5_MQ4Syotl4 Scale = 1:80.4 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 5x6 4x6 3x6 3x4 3x6 3x8 6x8 5x6 3x6 3x8 3x4 3x6 5x6 3x8 MT18HS 6x8 3x6 5-2-05-2-0 6-8-01-6-0 17-11-011-3-0 26-0-48-1-4 34-4-08-3-12 -1-2-8 1-2-8 5-2-0 5-2-0 6-8-0 1-6-0 12-3-8 5-7-8 17-11-0 5-7-8 26-0-4 8-1-4 34-4-0 8-3-12 35-6-8 1-2-8 1-3-04-8-612-2-61-3-04-8-68.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-3-12,0-2-0], [4:0-3-0,Edge], [9:0-3-8,Edge], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.90 0.70 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.46 -0.78 0.05 (loc) 14-16 14-16 11 l/defl >879 >527 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 157 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 11-13: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-14,7-14: 2x4 SPF No.2, 2-18,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-1-9 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 7-14 REACTIONS. (size)18=0-3-8, 11=0-3-8 Max Horz 18=-219(LC 10) Max Uplift 18=-6(LC 12), 11=-6(LC 12) Max Grav 18=1621(LC 17), 11=1618(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1901/26, 3-4=-1984/20, 4-5=-2401/86, 5-6=-1471/120, 6-7=-1518/114, 7-9=-1983/39, 2-18=-1523/49, 9-11=-1482/67 BOT CHORD 17-18=-152/321, 16-17=0/1658, 14-16=0/1588, 12-14=0/1567, 11-12=-22/332 WEBS 3-17=-416/0, 3-16=0/1330, 4-16=-1442/66, 5-16=-6/863, 5-14=-648/115, 6-14=-29/1226, 7-14=-598/95, 2-17=0/1385, 9-12=0/1288 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 2-2-11, Interior(1) 2-2-11 to 5-2-0, Exterior(2E) 5-2-0 to 6-8-0, Interior(1) 6-8-0 to 17-11-0, Exterior(2R) 17-11-0 to 21-4-3, Interior(1) 21-4-3 to 35-6-8 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 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. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T18 Truss Type Roof Special Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388437 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-e9MOZeAzCuVMbxySbrx0vOWskwjhAdk8Ke5zcuyotl3 Scale = 1:80.4 1 2 3 4 5 6 7 8 9 1011 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 5x6 3x6 4x6 3x6 3x4 3x6 3x6 6x8 5x6 3x4 4x8 4x10 2x4 4x6 8x14 MT18HS3x6 3-2-03-2-0 4-8-01-6-0 14-5-139-9-13 24-3-119-9-13 34-4-010-0-5 -1-2-8 1-2-8 3-2-0 3-2-0 4-8-0 1-6-0 11-3-8 6-7-8 17-11-0 6-7-8 26-0-4 8-1-4 34-4-0 8-3-12 35-6-8 1-2-8 1-3-03-4-612-2-61-3-03-4-68.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-3-12,0-2-0], [4:0-3-0,Edge], [10:0-1-3,0-1-12], [12:Edge,0-3-8], [18:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.83 0.84 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.56 0.07 (loc) 15-17 15-17 12 l/defl >999 >735 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 160 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 16-19: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-15,8-15,8-12: 2x4 SPF No.2, 2-19,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-15, 8-12 REACTIONS. (size)19=0-3-8, 12=0-3-8 Max Horz 19=219(LC 11) Max Uplift 19=-6(LC 12), 12=-6(LC 12) Max Grav 19=1626(LC 17), 12=1649(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1705/19, 3-4=-2131/5, 4-6=-2583/78, 6-7=-1761/130, 7-8=-1363/118, 8-10=-630/143, 2-19=-1552/41, 10-12=-581/132 BOT CHORD 17-18=0/1530, 15-17=0/1697, 13-15=0/1690, 12-13=0/1567 WEBS 3-18=-560/0, 3-17=0/1577, 4-17=-1605/82, 6-17=-22/777, 6-15=-594/141, 7-15=-32/1333, 8-15=-849/51, 8-13=0/544, 2-18=0/1371, 8-12=-1536/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 2-2-11, Interior(1) 2-2-11 to 3-2-0, Exterior(2E) 3-2-0 to 4-8-0, Interior(1) 4-8-0 to 17-11-0, Exterior(2R) 17-11-0 to 21-4-3, Interior(1) 21-4-3 to 35-6-8 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 12. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T19 Truss Type Roof Special Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388438 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-6Mwmm_BbzCdDD5Xe9YSFRb32gK5ev7_HZIrW9Kyotl2 Scale = 1:81.5 1 2 3 4 5 6 7 8 9 1011 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 6x6 3x6 4x6 3x6 3x4 3x6 4x6 6x10 5x6 3x4 4x6 3x6 4x6 5x6 8x14 MT18HS4x8 1-2-0 1-2-0 2-8-0 1-6-0 13-1-13 10-5-13 23-7-11 10-5-13 34-4-0 10-8-5 -1-2-8 1-2-8 1-2-0 1-2-0 2-8-0 1-6-0 10-3-8 7-7-8 17-11-0 7-7-8 26-0-4 8-1-4 34-4-0 8-3-12 35-6-8 1-2-8 1-3-02-0-612-2-61-3-02-0-68.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-2-8], [3:0-3-12,0-2-0], [4:0-3-0,Edge], [10:0-1-3,0-1-12], [12:Edge,0-3-8], [18:0-2-8,0-2-0] 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-S 0.82 0.73 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.55 0.06 (loc) 12-13 12-13 12 l/defl >999 >745 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 156 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7,7-9,4-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-15: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-16,7-13,8-12: 2x4 SPF No.2, 2-19,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-2 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-12 REACTIONS. (size)19=0-3-8, 12=0-3-8 Max Horz 19=219(LC 11) Max Uplift 19=-6(LC 12), 12=-6(LC 12) Max Grav 19=1661(LC 17), 12=1674(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1033/29, 3-4=-2397/0, 4-6=-2850/36, 6-7=-1966/131, 7-8=-1943/135, 8-10=-636/136, 2-19=-1551/54, 10-12=-584/127 BOT CHORD 17-18=0/1023, 16-17=0/1849, 13-16=0/1221, 12-13=0/1595 WEBS 3-18=-1052/0, 3-17=0/2223, 4-17=-1780/77, 6-17=0/784, 6-16=-567/153, 7-16=-17/1081, 7-13=-29/879, 8-13=-372/172, 2-18=0/1123, 8-12=-1562/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 2-8-0, Interior(1) 2-8-0 to 17-11-0, Exterior(2R) 17-11-0 to 21-4-3, Interior(1) 21-4-3 to 35-6-8 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 12. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T20 Truss Type Common Qty 2 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388439 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-bYU8_KCDkVl4rF6riGzU_pbD3kPQecWQoya4hmyotl1 Scale = 1:78.2 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 3x8 5x6 3x6 3x4 4x8 3x8 3x4 3x4 3x4 3x4 5x8 3x4 6x8 3x6 8-3-128-3-12 19-0-410-8-8 24-6-45-6-0 32-10-08-3-12 8-3-12 8-3-12 16-5-0 8-1-4 24-6-4 8-1-4 32-10-0 8-3-12 34-0-8 1-2-8 1-3-012-2-61-3-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14], [7:0-3-8,Edge], [9:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.78 0.88 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.38 -0.64 0.02 (loc) 11-14 11-14 9 l/defl >602 >355 n/a L/d 240 180 n/a PLATES MT20 Weight: 143 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* 4-11,3-11: 2x4 SPF No.2, 1-15,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 5-11, 3-11, 7-10 REACTIONS. (size)15=0-3-8, 11=0-3-8, 9=0-3-8 Max Horz 15=-214(LC 10) Max Uplift 9=-23(LC 12) Max Grav 15=726(LC 17), 11=1770(LC 17), 9=534(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-779/35, 3-4=-76/253, 4-5=0/385, 5-7=-395/51, 1-15=-620/31, 7-9=-453/72 BOT CHORD 14-15=-135/354, 11-14=0/696, 9-10=-20/291 WEBS 4-11=-618/0, 5-11=-665/104, 5-10=0/296, 3-11=-861/73, 3-14=0/466, 1-14=0/412 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-5-2, Interior(1) 3-5-2 to 16-5-0, Exterior(2R) 16-5-0 to 19-8-6, Interior(1) 19-8-6 to 34-0-8 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) 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9. 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. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T21 Truss Type Common Qty 4 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388440 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-3k2WBfCrVptwSPh1GzVjX08P37lfN3ua0cKdDDyotl0 Scale = 1:79.1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 3x6 5x6 3x6 3x4 4x8 3x8 3x4 3x4 3x4 3x4 6x8 3x4 6x8 3x6 8-3-128-3-12 19-0-410-8-8 24-6-45-6-0 32-10-08-3-12 -1-2-8 1-2-8 8-3-12 8-3-12 16-5-0 8-1-4 24-6-4 8-1-4 32-10-0 8-3-12 34-0-8 1-2-8 1-3-012-2-61-3-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [8:0-3-8,Edge], [10:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.76 0.88 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.38 -0.64 0.02 (loc) 12-15 12-15 10 l/defl >602 >355 n/a L/d 240 180 n/a PLATES MT20 Weight: 145 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-12,4-12: 2x4 SPF No.2, 2-16,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 6-12, 4-12, 8-11 REACTIONS. (size)16=0-3-8, 12=0-3-8, 10=0-3-8 Max Horz 16=-218(LC 10) Max Uplift 16=-20(LC 12), 10=-25(LC 12) Max Grav 16=805(LC 17), 12=1758(LC 17), 10=536(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-784/39, 5-6=0/376, 6-8=-398/55, 2-16=-699/66, 8-10=-455/75 BOT CHORD 15-16=-128/412, 12-15=0/693, 10-11=-20/292 WEBS 5-12=-613/0, 6-12=-664/103, 6-11=0/296, 4-12=-849/71, 4-15=0/468, 2-15=0/371 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 2-0-14, Interior(1) 2-0-14 to 16-5-0, Exterior(2R) 16-5-0 to 19-8-6, Interior(1) 19-8-6 to 34-0-8 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) 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T22 Truss Type Roof Special Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388441 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-XxcvO?DTG7?n4ZGDqg0y3EhXoX7Z6TNjFG3Blfyotl? Scale = 1:81.5 1 2 3 4 5 6 7 8 9 1011 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 6x6 3x6 4x6 3x6 3x4 3x6 3x8 6x10 5x6 3x4 4x6 3x6 4x6 5x6 8x14 MT18HS4x6 1-5-8 1-5-8 2-11-8 1-6-0 13-4-3 10-4-11 23-8-13 10-4-11 34-4-0 10-7-3 -1-2-81-2-8 1-5-81-5-8 2-11-81-6-0 10-5-47-5-12 17-11-07-5-12 26-0-48-1-4 34-4-08-3-12 35-6-81-2-8 1-3-02-2-1112-2-61-3-02-2-118.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-2-8], [3:0-3-12,0-2-0], [4:0-3-0,Edge], [10:0-1-3,0-1-12], [12:Edge,0-3-8], [18:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.96 0.71 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.53 0.06 (loc) 12-13 12-13 12 l/defl >999 >769 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 156 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9,4-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-15: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-16,7-13,8-12: 2x4 SPF No.2, 2-19,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-9-9 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-12 REACTIONS. (size)19=0-3-8, 12=0-3-8 Max Horz 19=219(LC 11) Max Uplift 19=-6(LC 12), 12=-6(LC 12) Max Grav 19=1661(LC 17), 12=1674(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1207/21, 3-4=-2357/0, 4-6=-2816/42, 6-7=-1942/130, 7-8=-1950/137, 8-10=-632/137, 2-19=-1576/47, 10-12=-582/128 BOT CHORD 17-18=0/1161, 16-17=0/1832, 13-16=0/1221, 12-13=0/1597 WEBS 3-18=-948/0, 3-17=0/2082, 4-17=-1760/79, 6-17=0/781, 6-16=-567/150, 7-16=-14/1071, 7-13=-32/879, 8-13=-374/173, 2-18=0/1194, 8-12=-1568/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 2-11-8, Interior(1) 2-11-8 to 17-11-0, Exterior(2R) 17-11-0 to 21-4-3, Interior(1) 21-4-3 to 35-6-8 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 12. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T23 Truss Type Roof Special Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388442 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-TJkfphFkokFVJsQcx52Q8fmt2LoqaR80iaYHpYyotkz Scale = 1:80.4 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 5x6 4x6 3x6 3x4 3x6 3x6 6x8 5x6 3x4 4x8 3x4 3x6 4x6 3x4 6x8 4x6 3-5-83-5-8 4-11-81-6-0 14-8-39-8-11 26-0-411-4-1 34-4-08-3-12 -1-2-8 1-2-8 3-5-8 3-5-8 4-11-8 1-6-0 11-5-4 6-5-12 17-11-0 6-5-12 26-0-4 8-1-4 34-4-0 8-3-12 35-6-8 1-2-8 1-3-03-6-1112-2-61-3-03-6-118.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-3-12,0-2-0], [4:0-3-0,Edge], [9:0-3-8,Edge], [11:Edge,0-1-8], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.91 0.73 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.62 0.05 (loc) 12-14 12-14 11 l/defl >999 >654 n/a L/d 240 180 n/a PLATES MT20 Weight: 155 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 15-18: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-14,7-14: 2x4 SPF No.2, 2-18,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-0-12 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 7-14 REACTIONS. (size)18=0-3-8, 11=0-3-8 Max Horz 18=219(LC 11) Max Uplift 18=-6(LC 12), 11=-6(LC 12) Max Grav 18=1620(LC 17), 11=1621(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1748/19, 3-4=-2080/13, 4-5=-2526/86, 5-6=-1744/126, 6-7=-1374/116, 7-9=-2019/28, 2-18=-1548/41, 9-11=-1510/58 BOT CHORD 16-17=0/1559, 14-16=0/1683, 12-14=0/1598, 11-12=-35/299 WEBS 3-17=-482/0, 3-16=0/1474, 4-16=-1563/83, 5-16=-33/741, 5-14=-588/141, 6-14=-30/1329, 7-14=-736/75, 7-12=0/371, 2-17=0/1385, 9-12=0/1352 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 2-2-11, Interior(1) 2-2-11 to 3-5-8, Exterior(2E) 3-5-8 to 4-11-8, Interior(1) 4-11-8 to 17-11-0, Exterior(2R) 17-11-0 to 21-4-3, Interior(1) 21-4-3 to 35-6-8 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T24 Truss Type Roof Special Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388443 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-xWH111GMZ2NMx0?oVpZfhsJ48l6QJrCAxEIrL_yotky Scale = 1:80.2 1 2 3 4 5 6 7 8 9 1011 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 5x6 5x6 5x6 3x6 3x4 3x6 3x8 6x8 5x6 3x6 4x8 3x4 3x4 3x6 6x6 4x6 6x8 4x6 5-5-85-5-8 6-11-81-6-0 17-2-010-2-8 18-8-01-6-0 26-4-127-8-12 34-4-07-11-4 -1-2-8 1-2-8 5-5-8 5-5-8 6-11-8 1-6-0 12-0-12 5-1-4 17-2-0 5-1-4 18-8-0 1-6-0 26-4-12 7-8-12 34-4-0 7-11-4 35-6-8 1-2-8 1-3-04-10-1111-8-61-3-011-8-68.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-3-12,0-2-0], [4:0-3-0,Edge], [6:0-3-12,0-2-0], [7:0-3-12,0-2-0], [10:0-3-8,Edge], [12:Edge,0-2-0], [13:0-2-8,0-1-8], [19:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.82 0.90 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.60 0.05 (loc) 16-18 16-18 12 l/defl >999 >684 n/a L/d 240 180 n/a PLATES MT20 Weight: 177 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-17: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-16,7-16,7-14: 2x4 SPF No.2, 2-20,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-5 max.): 3-4, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-16, 8-14 REACTIONS. (size)20=0-3-8, 12=0-3-8 Max Horz 20=-211(LC 10) Max Uplift 20=-6(LC 12), 12=-6(LC 12) Max Grav 20=1615(LC 17), 12=1612(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1910/32, 3-4=-1921/34, 4-5=-2320/97, 5-6=-1518/120, 6-7=-1188/127, 7-8=-1521/120, 8-10=-1985/39, 2-20=-1516/49, 10-12=-1490/66 BOT CHORD 19-20=-141/327, 18-19=0/1652, 16-18=0/1597, 14-16=0/1221, 13-14=0/1566, 12-13=-21/291 WEBS 3-19=-305/0, 3-18=0/1186, 4-18=-1369/62, 5-18=-16/771, 5-16=-625/116, 6-16=-51/738, 7-16=-124/322, 7-14=-33/377, 8-14=-583/82, 8-13=0/265, 2-19=0/1374, 10-13=0/1325 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 2-2-11, Interior(1) 2-2-11 to 5-5-8, Exterior(2E) 5-5-8 to 6-11-8, Interior(1) 6-11-8 to 17-2-0, Exterior(2E) 17-2-0 to 18-8-0, Exterior(2R) 18-8-0 to 22-1-3, Interior(1) 22-1-3 to 35-6-8 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T25 Truss Type Roof Special Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388444 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-tuPnSjHc4fd4AK8BdEb7mHONSYsKnouSPYnyQsyotkw Scale = 1:71.0 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 4x8 5x6 5x6 3x6 4x6 3x6 3x6 4x6 5x6 3x8 3x4 3x4 3x6 6x8 3x6 6x6 3x6 7-5-87-5-8 8-11-81-6-0 15-2-06-2-8 20-8-05-6-0 27-4-126-8-12 34-4-06-11-4 -1-2-8 1-2-8 7-5-8 7-5-8 8-11-8 1-6-0 15-2-0 6-2-8 20-8-0 5-6-0 27-4-12 6-8-12 34-4-0 6-11-4 35-6-8 1-2-8 1-3-06-2-1110-4-61-3-010-4-68.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-3-12,0-2-0], [4:0-4-12,0-1-12], [5:0-3-12,0-2-0], [6:0-3-12,0-2-0], [11:Edge,0-1-8], [12:0-2-8,0-1-8], [17:0-2-8,0-2-0], [18:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.96 0.61 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.21 0.06 (loc) 15-17 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 162 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-15: 2x4 SPF No.2, 2-19,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-8 max.): 3-4, 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-15, 7-13 REACTIONS. (size)19=0-3-8, 11=0-3-8 Max Horz 19=189(LC 11) Max Uplift 19=-6(LC 12), 11=-6(LC 12) Max Grav 19=1612(LC 17), 11=1621(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1952/45, 3-4=-1742/79, 4-5=-1653/108, 5-6=-1315/127, 6-7=-1636/111, 7-9=-1988/41, 2-19=-1490/65, 9-11=-1510/66 BOT CHORD 18-19=-89/467, 17-18=0/1634, 15-17=0/1822, 13-15=0/1312, 12-13=0/1564 WEBS 3-17=-15/796, 4-17=-660/43, 4-15=-610/77, 5-15=0/587, 6-13=0/536, 7-13=-439/75, 2-18=0/1256, 9-12=0/1373 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 2-2-11, Interior(1) 2-2-11 to 7-5-8, Exterior(2E) 7-5-8 to 8-11-8, Interior(1) 8-11-8 to 15-2-0, Exterior(2R) 15-2-0 to 18-7-3, Interior(1) 18-7-3 to 20-8-0, Exterior(2R) 20-8-0 to 24-1-3, Interior(1) 24-1-3 to 35-6-8 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 11. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T26 Truss Type Roof Special Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388445 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-M5zAf3IErzmxoUjNAx7MJVxbiy84WBkcdCWVyJyotkv Scale = 1:64.7 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 5x6 5x12 5x6 5x6 3x6 4x8 4x6 2x4 4x8 3x4 3x8 3x8 3x6 5x10 MT18HS 5x10 MT18HS 3x6 4x6 9-5-89-5-8 10-11-81-6-0 13-2-02-2-8 22-8-09-6-0 34-4-011-8-0 -1-2-8 1-2-8 4-10-0 4-10-0 9-5-8 4-7-8 10-11-8 1-6-0 13-2-0 2-2-8 17-11-0 4-9-0 22-8-0 4-9-0 28-4-12 5-8-12 34-4-0 5-11-4 35-6-8 1-2-8 1-3-07-6-119-0-61-3-09-0-68.00 12 Plate Offsets (X,Y)-- [4:0-3-12,0-2-0], [6:0-3-12,0-2-0], [8:0-3-12,0-2-0], [12: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-S 0.80 0.83 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.38 -0.71 0.07 (loc) 12-13 12-13 12 l/defl >999 >574 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 163 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-14: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-19,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-4 max.): 4-5, 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-16, 7-13, 3-19, 9-12 REACTIONS. (size)19=0-3-8, 12=0-3-8 Max Horz 19=167(LC 11) Max Uplift 19=-6(LC 12), 12=-6(LC 12) Max Grav 19=1603(LC 17), 12=1629(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-369/46, 3-4=-1840/65, 4-5=-1473/81, 5-6=-1752/105, 6-7=-1455/104, 7-8=-1421/90, 8-9=-1793/76, 9-10=-514/48, 2-19=-380/69, 10-12=-476/72 BOT CHORD 18-19=-1/1550, 17-18=0/1609, 16-17=0/1604, 13-16=0/1538, 12-13=0/1473 WEBS 4-18=0/745, 5-18=-384/61, 5-17=-383/0, 5-16=-325/104, 6-16=-12/748, 7-13=-322/57, 8-13=0/691, 3-19=-1614/16, 9-12=-1493/35 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 2-2-11, Interior(1) 2-2-11 to 9-5-8, Exterior(2E) 9-5-8 to 10-11-8, Interior(1) 10-11-8 to 13-2-0, Exterior(2R) 13-2-0 to 16-7-3, Interior(1) 16-7-3 to 22-8-0, Exterior(2R) 22-8-0 to 26-1-3, Interior(1) 26-1-3 to 35-6-8 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 12. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T27 Truss Type Roof Special Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388446 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-qHXYtOJscGuoQdIZkfebriTpIMU5FhOlssG2Ulyotku Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 5x6 5x6 4x8 3x6 3x8 3x12 3x8 2x4 6x8 4x10 2x4 3x6 5x10 MT18HS 3x4 5x6 3x6 9-8-149-8-14 16-0-26-3-4 22-3-66-3-4 28-9-66-6-0 34-4-05-6-10 -1-2-8 1-2-8 4-11-11 4-11-11 9-8-14 4-9-3 16-0-2 6-3-4 22-3-6 6-3-4 23-5-4 1-1-14 28-9-6 5-4-2 34-4-0 5-6-10 35-6-8 1-2-8 1-3-07-8-158-6-31-3-07-8-158.00 12 Plate Offsets (X,Y)-- [4:0-3-12,0-2-0], [6:0-3-0,Edge], [9:0-3-0,0-1-8], [11:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.85 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.45 0.08 (loc) 17-18 17-18 11 l/defl >999 >900 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 154 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-18,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-3 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 5-13, 6-13, 3-18 REACTIONS. (size)18=0-3-8, 11=0-3-8 Max Horz 18=158(LC 11) Max Uplift 18=-6(LC 12), 11=-6(LC 12) Max Grav 18=1621(LC 17), 11=1636(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-393/43, 3-4=-1857/61, 4-5=-1486/72, 5-6=-1662/80, 6-7=-1925/99, 7-8=-2005/133, 8-9=-1978/26, 2-18=-396/67, 9-11=-1551/46 BOT CHORD 17-18=0/1565, 15-17=0/1877, 13-15=0/1877, 12-13=0/1443 WEBS 4-17=0/725, 5-17=-590/16, 5-15=0/317, 5-13=-344/26, 6-13=-1134/74, 7-13=-4/1665, 7-12=-81/339, 8-12=-335/130, 3-18=-1616/23, 9-12=0/1443 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 2-2-11, Interior(1) 2-2-11 to 9-8-14, Exterior(2R) 9-8-14 to 13-2-1, Interior(1) 13-2-1 to 23-5-4, Exterior(2R) 23-5-4 to 26-10-7, Interior(1) 26-10-7 to 35-6-8 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 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. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T28 Truss Type Roof Special Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388447 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-IT5w4kJVNa0f1ntmIM9qOw0xwmrn_2Pv5W?c0Byotkt Scale = 1:61.5 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 5x8 5x6 3x6 3x6 3x6 4x8 5x6 2x4 2x4 5x6 6x6 3x8 4x6 6x8 3x8 3x6 4x6 7-8-147-8-14 14-0-26-3-4 20-3-66-3-4 21-7-61-4-0 25-3-23-7-12 34-4-09-0-14 -1-2-8 1-2-8 7-8-14 7-8-14 14-0-2 6-3-4 20-3-6 6-3-4 21-7-6 1-4-0 25-3-2 3-7-12 29-8-5 4-5-3 34-4-0 4-7-11 35-6-8 1-2-8 1-3-06-4-157-3-101-3-07-3-108.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-3-12,0-2-0], [6:0-3-12,0-2-0], [7:0-3-12,0-2-0], [18:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.76 0.76 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.35 0.07 (loc) 14-17 11-12 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 154 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-19,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-6-14 max.): 3-5, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 5-13, 8-11 REACTIONS. (size)19=0-3-8, 11=0-3-8 Max Horz 19=139(LC 11) Max Uplift 19=-6(LC 12), 11=-6(LC 12) Max Grav 19=1599(LC 17), 11=1585(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1936/35, 3-4=-2075/63, 4-5=-2075/63, 5-6=-2111/94, 6-7=-1455/71, 7-8=-1819/61, 8-9=-365/43, 2-19=-1475/67, 9-11=-376/66 BOT CHORD 18-19=-95/474, 17-18=0/1575, 14-17=0/2071, 13-14=0/2075, 12-13=0/1741, 11-12=0/1409 WEBS 3-17=0/831, 4-17=-421/75, 5-14=0/299, 5-13=-1593/6, 6-13=-41/1521, 6-12=-619/26, 7-12=0/765, 2-18=0/1214, 8-11=-1590/25 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 2-2-11, Interior(1) 2-2-11 to 7-8-14, Exterior(2R) 7-8-14 to 11-2-1, Interior(1) 11-2-1 to 21-7-6, Exterior(2E) 21-7-6 to 25-3-2, Exterior(2R) 25-3-2 to 28-8-5, Interior(1) 28-8-5 to 35-6-8 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 11. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T29 Truss Type Roof Special Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388448 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-EsDgVQLlvBGNH518PnBITL5GsZURS_8CYqUi54yotkr Scale = 1:61.4 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 5x8 6x8 3x4 4x6 3x8 4x8 5x6 2x4 5x6 6x6 4x8 6x8 8x8 3x4 6x8 5-8-145-8-14 12-0-26-3-4 18-3-66-3-4 19-7-61-4-0 27-3-27-7-12 34-4-07-0-14 -1-2-8 1-2-8 5-8-14 5-8-14 12-0-2 6-3-4 18-3-6 6-3-4 19-7-6 1-4-0 27-3-2 7-7-12 34-4-0 7-0-14 35-6-8 1-2-8 1-3-05-0-155-11-101-3-05-11-108.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-3-12,0-2-0], [6:0-4-8,0-1-12], [7:0-5-8,0-1-12], [8:0-3-8,Edge], [10:Edge,0-1-8], [13:0-0-0,0-1-12], [14:0-1-4,0-0-0], [17:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.79 0.94 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.40 0.08 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 140 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-18,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-5 max.): 3-5, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 12-14. WEBS 1 Row at midpt 6-11 REACTIONS. (size)18=0-3-8, 10=0-3-8 Max Horz 18=117(LC 11) Max Uplift 18=-6(LC 12), 10=-6(LC 12) Max Grav 18=1568(LC 17), 10=1577(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1872/29, 3-4=-2462/51, 4-5=-2462/51, 5-6=-2723/61, 6-7=-1509/72, 7-8=-1916/38, 2-18=-1480/59, 8-10=-1473/61 BOT CHORD 17-18=-57/260, 16-17=0/1540, 14-16=0/2684, 12-14=0/2683, 11-12=0/2286, 10-11=-45/263 WEBS 3-16=-1/1249, 4-16=-430/79, 5-16=-317/2, 5-12=-1454/36, 6-12=0/1754, 6-11=-981/0, 7-11=0/672, 2-17=0/1348, 8-11=0/1311 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 2-2-11, Interior(1) 2-2-11 to 5-8-14, Exterior(2R) 5-8-14 to 9-2-1, Interior(1) 9-2-1 to 19-7-6, Exterior(2R) 19-7-6 to 23-0-9, Interior(1) 23-0-9 to 27-3-2, Exterior(2R) 27-3-2 to 30-8-5, Interior(1) 30-8-5 to 35-6-8 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 10. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T30 Truss Type Roof Special Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388449 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-i2m3imMNgVODuFcLzUiX0Yebpz2NBehLnUEGdWyotkq Scale = 1:21.2 1 2 3 4 5 9 8 7 6 4x8 2x4 3x4 2x4 3x4 3x4 5x6 3x6 1-0-141-0-14 2-4-141-4-0 4-11-62-6-8 -1-2-8 1-2-8 1-0-14 1-0-14 2-4-14 1-4-0 4-11-6 2-6-8 1-3-01-11-103-7-151-11-108.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-8] 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-P 0.14 0.06 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-6 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=Mechanical, 9=0-3-8 Max Horz 9=98(LC 9) Max Uplift 6=-19(LC 9), 9=-22(LC 12) Max Grav 6=179(LC 17), 9=281(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-272/95 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 2-4-14, Interior(1) 2-4-14 to 4-10-2 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 9. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss T31 Truss Type Roof Special Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388450 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-i2m3imMNgVODuFcLzUiX0Yebrz2TBedLnUEGdWyotkq Scale = 1:21.2 1 2 3 4 5 8 7 6 9 5x6 4x6 2x4 3x4 2x4 3x8 3x6 3-0-143-0-14 4-11-61-10-8 -1-2-8 1-2-8 3-0-14 3-0-14 4-4-14 1-4-0 4-11-6 0-6-8 1-3-03-3-103-7-153-3-108.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-8] 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-P 0.14 0.05 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-6 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=Mechanical, 8=0-3-8 Max Horz 8=98(LC 9) Max Uplift 6=-27(LC 9), 8=-22(LC 12) Max Grav 6=176(LC 1), 8=281(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-257/104 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 3-0-14, Exterior(2E) 3-0-14 to 4-4-14, Interior(1) 4-4-14 to 4-10-2 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388451 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-7dSBLoOFzQmoliKwedGEdAG_IAyPOusnTSSwEryotkn Scale = 1:52.5 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 22 23 24 25 26 5x6 4x6 4x6 3x6 3x8 5x6 2x4 3x6 4x6 4x6 4x6 Special Special Special Special Special Special Special Special Special Special Special Special Special 6-3-06-3-0 14-3-08-0-0 22-3-08-0-0 28-6-06-3-0 -1-10-8 1-10-8 6-3-0 6-3-0 14-3-0 8-0-0 22-3-0 8-0-0 28-6-0 6-3-0 30-4-8 1-10-8 1-9-85-11-81-9-85-11-88.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-3-12,0-2-0], [5:0-3-12,0-2-0], [6:0-2-14,0-2-0], [8:Edge,0-3-8], [9:0-2-8,0-1-8], [12:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.49 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.17 0.02 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 264 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* 2-13,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-7 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-3-8, 8=0-3-8 Max Horz 13=124(LC 7) Max Uplift 13=-536(LC 8), 8=-537(LC 8) Max Grav 13=2757(LC 31), 8=2760(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3097/591, 3-4=-3602/673, 4-5=-3602/673, 5-6=-3103/592, 2-13=-2535/482, 6-8=-2540/484 BOT CHORD 12-13=-130/250, 10-12=-398/2540, 9-10=-388/2500 WEBS 3-12=-197/565, 3-10=-194/1397, 4-10=-539/101, 5-10=-193/1392, 5-9=-199/571, 2-12=-382/2423, 6-9=-384/2430 NOTES- 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. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=536, 8=537. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388451 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:48 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-7dSBLoOFzQmoliKwedGEdAG_IAyPOusnTSSwEryotkn NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 310 lb down and 194 lb up at 3-2-12, 200 lb down and 63 lb up at 4-6-12, 200 lb down and 68 lb up at 6-3-12, 200 lb down and 68 lb up at 8-3-12, 200 lb down and 68 lb up at 10-3-12, 200 lb down and 68 lb up at 12-3-12, 200 lb down and 68 lb up at 14-3-0, 200 lb down and 68 lb up at 16-2-4, 200 lb down and 68 lb up at 18-2-4, 200 lb down and 68 lb up at 20-2-4, 200 lb down and 68 lb up at 22-2-4 , and 200 lb down and 63 lb up at 23-11-4, and 310 lb down and 194 lb up at 25-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-13=-20 Concentrated Loads (lb) Vert: 11=-200(B) 12=-200(B) 10=-200(B) 9=-200(B) 16=-292(B) 17=-200(B) 18=-200(B) 20=-200(B) 21=-200(B) 22=-200(B) 24=-200(B) 25=-200(B) 26=-292(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 B20002246 Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388452 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-30aylTQWV10W?0UIm1IijbLNK_cbsor4wmx1Ikyotkl Scale = 1:55.6 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 3x6 4x6 4x6 3x8 3x8 5x6 2x4 5x6 3x8 4x6 4x6 4x6 4x6 Special Special Special Special Special Special Special Special Special Special Special Special Special Special 6-3-06-3-0 15-2-08-11-0 24-1-08-11-0 30-4-06-3-0 -1-10-8 1-10-8 6-3-0 6-3-0 15-2-0 8-11-0 24-1-0 8-11-0 30-4-0 6-3-0 32-2-8 1-10-8 1-9-85-11-81-9-85-11-88.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-3-12,0-2-0], [6:0-3-12,0-2-0], [7:0-2-14,0-2-0], [9:Edge,0-3-8], [10:0-2-8,0-1-8], [14:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.63 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.21 0.02 (loc) 10-12 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 290 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,5-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-12,6-12: 2x4 SPF No.2, 2-15,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)15=0-3-8, 9=0-3-8 Max Horz 15=-125(LC 6) Max Uplift 15=-557(LC 8), 9=-564(LC 8) Max Grav 15=2920(LC 31), 9=2881(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3333/620, 3-4=-4071/735, 4-6=-4071/735, 6-7=-3270/594, 2-15=-2715/505, 7-9=-2670/485 BOT CHORD 12-14=-419/2736, 10-12=-386/2638 WEBS 3-14=-206/584, 3-12=-231/1675, 4-12=-606/114, 6-12=-257/1737, 6-10=-179/519, 2-14=-403/2631, 7-10=-381/2586 NOTES- 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. 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; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=557, 9=564. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388452 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:50 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-30aylTQWV10W?0UIm1IijbLNK_cbsor4wmx1Ikyotkl NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 310 lb down and 194 lb up at 3-2-12, 200 lb down and 63 lb up at 4-6-12, 200 lb down and 68 lb up at 6-3-12, 200 lb down and 68 lb up at 8-3-12, 200 lb down and 68 lb up at 10-3-12, 200 lb down and 68 lb up at 12-3-12, 200 lb down and 68 lb up at 14-3-0, 200 lb down and 68 lb up at 16-2-4, 200 lb down and 68 lb up at 18-2-4, 200 lb down and 68 lb up at 20-2-4, 200 lb down and 68 lb up at 22-2-4 , 200 lb down and 68 lb up at 24-0-4, and 200 lb down and 62 lb up at 26-0-4, and 228 lb down and 186 lb up at 28-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-6=-60, 6-7=-60, 7-8=-60, 9-15=-20 Concentrated Loads (lb) Vert: 14=-200(F) 10=-200(F) 11=-200(F) 20=-292(F) 21=-200(F) 22=-200(F) 24=-200(F) 25=-200(F) 26=-200(F) 27=-200(F) 28=-200(F) 30=-200(F) 31=-200(F) 32=-175(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 B20002246 Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 1 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388453 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-XC8KzpQ8GL8NcA3UKlpxFpubyO4gbK_D9QharAyotkk Scale = 1:22.9 1 2 3 4 7 6 5 8 9 2x4 4x6 2x4 3x4 5x6 3x6 Special Special Special Special 2-3-02-3-0 6-3-04-0-0 -1-10-8 1-10-8 2-3-0 2-3-0 6-3-0 4-0-0 1-9-83-3-88.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-8] 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-P 0.29 0.07 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 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* 2-7: 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=93(LC 5) Max Uplift 5=-166(LC 5), 7=-226(LC 8) Max Grav 5=268(LC 30), 7=417(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-406/236 WEBS 2-6=-151/253 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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) except (jt=lb) 5=166, 7=226. 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) 170 lb down and 243 lb up at 2-3-0, and 58 lb down and 10 lb up at 4-3-12 on top chord, and 80 lb down and 181 lb up at 2-3-0, and 33 lb down and 67 lb up at 4-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-2(F) 3=73(F) 9=-1(F)August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 2 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388454 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-TbF4OVSOnyO5sTDtRAsPKEzsABay36iWdjAhv2yotki Scale = 1:61.5 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 2728 29 30 31 32 33 6x10 5x12 5x6 2x4 6x6 3x6 5x8 5x6 2x4 2x4 8x8 3x4 5x8 4x6 2x4 4x6 4x6 Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special 3-7-63-7-6 9-10-106-3-4 16-1-146-3-4 17-5-141-4-0 29-4-1011-10-12 34-4-04-11-6 -1-2-8 1-2-8 3-7-6 3-7-6 9-10-10 6-3-4 16-1-14 6-3-4 17-5-14 1-4-0 23-5-4 5-11-6 29-4-10 5-11-6 34-4-0 4-11-6 35-6-8 1-2-8 1-3-03-7-154-6-101-3-04-6-108.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-3-12,0-2-0], [6:0-9-8,0-2-7], [8:0-3-12,0-2-0], [9:0-3-0,0-1-12], [18:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.63 0.85 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.53 0.06 (loc) 12-14 12-14 11 l/defl >999 >766 n/a L/d 240 180 n/a PLATES MT20 Weight: 313 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 13-16: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 2-19,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-13 max.): 3-5, 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)19=0-3-8, 11=0-3-8 Max Horz 19=92(LC 7) Max Uplift 19=-371(LC 8), 11=-381(LC 8) Max Grav 19=2439(LC 1), 11=2631(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2935/468, 3-4=-5434/806, 4-5=-5434/806, 5-6=-6892/985, 6-7=-5661/818, 7-8=-2854/465, 8-9=-3575/543, 2-19=-2429/393, 9-11=-2737/423 BOT CHORD 17-18=-307/2396, 15-17=-855/6704, 14-15=-851/6677, 12-14=-569/4528 WEBS 3-18=-298/24, 3-17=-453/3427, 4-17=-409/95, 5-17=-1454/168, 5-15=-844/121, 5-14=-2636/401, 6-14=-500/3553, 7-14=-157/1394, 7-12=-2063/272, 8-12=-243/1675, 2-18=-331/2357, 9-12=-374/2814 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=371, 11=381. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 August 11,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20002246 Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 2 LOT# 269 JACKSON GRANTS Job Reference (optional) I42388454 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 15:25:53 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-TbF4OVSOnyO5sTDtRAsPKEzsABay36iWdjAhv2yotki NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 lb down and 59 lb up at 3-7-6 on top chord, and 137 lb down and 105 lb up at 3-7-6, 101 lb down and 51 lb up at 5-8-2, 101 lb down and 51 lb up at 7-8-2, 101 lb down and 51 lb up at 9-8-2, 116 lb down and 49 lb up at 11-8-2, 156 lb down and 39 lb up at 13-8-2, 156 lb down and 47 lb up at 15-8-2, 156 lb down and 52 lb up at 17-8-2, 156 lb down and 52 lb up at 19-8-2, 156 lb down and 52 lb up at 21-8-2, 156 lb down and 52 lb up at 23-8-2, 156 lb down and 52 lb up at 25-8-2, and 156 lb down and 52 lb up at 27-8-2, and 365 lb down and 155 lb up at 29-3-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-8=-60, 8-9=-60, 9-10=-60, 11-19=-20 Concentrated Loads (lb) Vert: 18=-119(B) 17=-98(B) 3=-39(B) 14=-156(B) 12=-365(B) 24=-98(B) 25=-98(B) 26=-116(B) 27=-156(B) 28=-156(B) 29=-156(B) 30=-156(B) 31=-156(B) 32=-156(B) 33=-156(B) 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