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HomeMy WebLinkAbouttruss16023 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). October 12,2022 Garcia, Juan Pages or sheets covered by this seal: I54650978 thru I54651053 My license renewal date for the state of Indiana is July 31, 2024. B21103492 RIPAM SINGH RESIDENCE IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss J01 Truss Type Monopitch Qty 19 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54650978 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:49:47 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-rRpIIZVnlr6IFO3BUv4owY5WpbbLwbFTvWj7rJyUXk2 Scale = 1:14.7 1 2 3 4 5 2x4 2x4 3x12 5x6 4-0-0 4-0-0 -2-3-02-3-0 4-0-04-0-0 1-0-62-4-64.00 12 Plate Offsets (X,Y)-- [2:0-8-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.00 (loc) 2-5 2-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 2-1-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-3-8 Max Horz 2=63(LC 7) Max Uplift 5=-9(LC 10), 2=-78(LC 6) Max Grav 5=115(LC 1), 2=329(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 5 and 78 lb uplift at joint 2. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss J02 Truss Type Jack-Closed Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54650979 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:49:48 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-JdNgVuWPW8E9sYdO2db1Tlej8?yWf2Vc8AThNlyUXk1 Scale = 1:11.2 1 2 3 4 5 2x4 2x4 3x6 4x6 3-2-2 3-2-2 -2-8-82-8-8 3-2-23-2-2 0-11-31-7-12.48 12 Plate Offsets (X,Y)-- [2:0-4-1,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 2-5 2-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-4-9 Max Horz 2=35(LC 7) Max Uplift 2=-107(LC 6) Max Grav 5=67(LC 3), 2=357(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -2-8-8 to 1-6-6, Exterior(2R) 1-6-6 to 3-0-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 2. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss J03 Truss Type Jack-Closed Qty 14 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54650980 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:49:49 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-npx3iEX1HSM?UiCacK6G?zBrTPHnOV5lMqCEvCyUXk0 Scale = 1:13.5 1 2 3 5 4 2x4 3x4 2x4 4x6 4-2-0 4-2-0 -2-3-02-3-0 4-2-04-2-0 0-11-32-1-123.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.15 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 4-2-0 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=63(LC 7) Max Uplift 5=-86(LC 6), 4=-5(LC 10) Max Grav 5=343(LC 1), 4=111(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-304/269 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 5 and 5 lb uplift at joint 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss J04 Truss Type Jack-Closed Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54650981 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:49:50 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-F0VRwaYg2mUs6snm91dVYAj0Dpfh7y_vbUyoReyUXk? Scale = 1:10.9 1 2 3 5 4 6 2x4 3x4 2x4 2x4 2-4-0 2-4-0 -2-3-02-3-0 2-4-02-4-0 0-11-31-7-63.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.34 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical Max Horz 5=56(LC 9) Max Uplift 5=-100(LC 6), 4=-4(LC 7) Max Grav 5=310(LC 1), 4=33(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-272/249 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 0-9-0, Interior(1) 0-9-0 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 5 and 4 lb uplift at joint 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss J05 Truss Type Jack-Closed Girder Qty 2 Ply 2 RIPAM SINGH RESIDENCE Job Reference (optional) I54650982 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:49:51 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-jC3p7wYIp3cjj0Myjl9k5OGFODogsP62q8hL_4yUXk_ Scale = 1:14.2 1 2 4 35 2x4 3x4 2x4 4x6 4-0-0 4-0-0 4-0-04-0-0 1-0-62-3-62-0-114.00 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.89 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 -0.00 (loc) 3-4 3-4 3 l/defl >999 >752 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 3=Mechanical Max Horz 4=57(LC 5) Max Uplift 4=-70(LC 4), 3=-83(LC 8) Max Grav 4=1034(LC 1), 3=1096(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 4 and 83 lb uplift at joint 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 97 lb down and 41 lb up at 2-0-12, and 1737 lb down and 110 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-1833(F=-96, B=-1737) October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss J06 Truss Type Jack-Closed Qty 18 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54650983 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:49:52 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-BOdBLGZwaNkaL9x9HSgzdboMicHjbshC2oRuVWyUXjz Scale = 1:15.8 1 2 3 5 4 2x4 3x4 2x4 4x6 4-8-8 4-8-8 -2-3-02-3-0 4-8-84-8-8 1-0-62-7-34.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.20 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical Max Horz 5=79(LC 9) Max Uplift 5=-83(LC 6), 4=-10(LC 10) Max Grav 5=359(LC 1), 4=138(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-315/272 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 5 and 10 lb uplift at joint 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss J07 Truss Type Jack-Closed Qty 4 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54650984 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:49:53 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-fbAZYcaYLhsRzJWLrABCApLX80gUKJkLHSAS1zyUXjy Scale = 1:11.3 1 2 3 5 4 6 3x12 2x4 2x4 2-8-7 2-8-7 -3-2-33-2-3 2-8-72-8-7 1-0-61-8-02.83 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.36 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=0-4-9, 4=Mechanical Max Horz 5=56(LC 9) Max Uplift 5=-149(LC 6), 4=-41(LC 1) Max Grav 5=434(LC 1), 4=51(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-399/454 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -3-2-3 to 1-0-12, Exterior(2R) 1-0-12 to 2-6-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 5 and 41 lb uplift at joint 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss J08 Truss Type Jack-Closed Qty 19 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54650985 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:49:54 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-7nkymybA5__IaT5XOtiRi0uiBQ_A3mFVW6w?ZPyUXjx Scale = 1:14.7 1 2 3 5 4 2x4 3x4 2x4 4x6 4-0-0 4-0-0 -2-3-02-3-0 4-0-04-0-0 1-0-62-4-64.00 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-P 0.34 0.14 0.05 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: 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 4-0-0 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=72(LC 7) Max Uplift 5=-85(LC 6), 4=-7(LC 7) Max Grav 5=339(LC 1), 4=102(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-301/262 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 5 and 7 lb uplift at joint 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss J09 Truss Type Jack-Closed Qty 2 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54650986 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:49:55 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-czIKzIbosI69CdgkybDgFEQtxqMyoDDelmfY6ryUXjw Scale = 1:11.4 1 2 3 5 4 6 2x4 3x4 2x4 2x4 2-0-0 2-0-0 -2-3-02-3-0 2-0-02-0-0 1-0-61-8-64.00 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 0.34 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical Max Horz 5=61(LC 9) Max Uplift 5=-105(LC 6), 4=-32(LC 1) Max Grav 5=313(LC 1), 4=34(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-277/259 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 0-9-0, Interior(1) 0-9-0 to 1-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 5 and 32 lb uplift at joint 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss J10 Truss Type Jack-Closed Qty 2 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54650987 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:49:56 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-4AsiAecQdcE0qnFwWIkvnRz2NEiBXgTnzQP6eIyUXjv Scale = 1:11.3 1 2 3 5 4 6 3x12 2x4 2x4 2-8-7 2-8-7 -3-2-33-2-3 2-8-72-8-7 1-0-61-8-02.83 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.36 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=0-4-9, 4=Mechanical Max Horz 5=56(LC 9) Max Uplift 5=-149(LC 6), 4=-41(LC 1) Max Grav 5=434(LC 1), 4=51(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-399/454 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -3-2-3 to 1-0-12, Exterior(2R) 1-0-12 to 2-6-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 5 and 41 lb uplift at joint 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss J11 Truss Type Jack-Closed Qty 2 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54650988 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:49:57 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-YMQ4Ozd3OvNtRxp640F8KfWE6d1_G61xC48fAkyUXju Scale = 1:16.6 1 2 3 5 4 6 3x6 4x6 2x4 3x4 2-11-4 2-11-4 -3-2-33-2-3 2-11-42-11-4 2-0-62-8-112.83 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.30 0.07 0.04 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: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 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=75(LC 7) Max Uplift 5=-142(LC 6), 4=-25(LC 18) Max Grav 5=431(LC 1), 4=42(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-405/414 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -3-2-3 to 1-0-12, Exterior(2R) 1-0-12 to 2-9-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 142 lb uplift at joint 5 and 25 lb uplift at joint 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss J12 Truss Type Jack-Closed Qty 2 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54650989 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:49:57 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-YMQ4Ozd3OvNtRxp640F8KfWDRd2WG62xC48fAkyUXju Scale = 1:16.9 1 2 3 5 4 6 2x4 3x4 2x4 3x4 2-2-0 2-2-0 -2-3-02-3-0 2-2-02-2-0 2-0-62-9-14.00 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 0.34 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical Max Horz 5=80(LC 9) Max Uplift 5=-98(LC 6), 4=-44(LC 7) Max Grav 5=311(LC 1), 4=27(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-292/216 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 0-9-0, Interior(1) 0-9-0 to 2-0-4 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 5 and 44 lb uplift at joint 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss J13 Truss Type Jack-Closed Qty 3 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54650990 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:49:58 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-0Y_SbJeh9DVk34OJdjnNts2OB1Nf?Zz4RkuDiAyUXjt Scale = 1:11.4 1 2 3 5 4 6 2x4 3x4 2x4 2x4 2-0-0 2-0-0 -2-3-02-3-0 2-0-02-0-0 1-0-61-8-64.00 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 0.34 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical Max Horz 5=61(LC 9) Max Uplift 5=-105(LC 6), 4=-32(LC 1) Max Grav 5=313(LC 1), 4=34(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-277/259 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 0-9-0, Interior(1) 0-9-0 to 1-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 5 and 32 lb uplift at joint 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss J14 Truss Type Jack-Closed Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54650991 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:49:59 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-UlYqpffJwXdbhEzVBQIcP4bayRhLk0rEfNdmFcyUXjs Scale = 1:14.7 1 2 4 3 2x4 3x4 2x4 4x6 4-0-0 4-0-0 4-0-04-0-0 1-0-62-4-64.00 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-P 0.21 0.14 0.02 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 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 3=Mechanical Max Horz 4=60(LC 7) Max Uplift 4=-5(LC 6), 3=-14(LC 10) Max Grav 4=148(LC 1), 3=148(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 4 and 14 lb uplift at joint 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss J15 Truss Type Jack-Closed Qty 2 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54650992 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:00 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-yx6D0?fxhqlSIOYhl8pryH8kLr1YTTpNu1NJn3yUXjr Scale = 1:13.7 1 2 3 5 4 6 8x8 2x4 4x6 4-0-6 4-0-6 -3-2-33-2-3 4-0-64-0-6 1-0-61-11-122.83 12 Plate Offsets (X,Y)-- [5:Edge,0-6-12] 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 0.30 0.14 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: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-6 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=56(LC 7) Max Uplift 5=-131(LC 6) Max Grav 5=438(LC 1), 4=82(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-401/430 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -3-2-3 to 1-0-12, Exterior(2R) 1-0-12 to 3-10-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 5. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss J16 Truss Type Jack-Closed Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54650993 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:01 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-Q7fbELgZS8tIwY7tJrK4UVgz1FPeCwiX7h6tJVyUXjq Scale = 1:11.4 1 2 4 3 2x4 2x4 2x4 2x4 2-0-0 2-0-0 2-0-02-0-0 1-0-61-8-64.00 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 0.05 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4 4 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 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 3=Mechanical Max Horz 4=39(LC 7) Max Uplift 4=-4(LC 6), 3=-12(LC 7) Max Grav 4=68(LC 1), 3=68(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 4 and 12 lb uplift at joint 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss J17 Truss Type Jack-Closed Qty 2 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54650994 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:02 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-uJDzRhhBDS?9Yii4sZrJ1iD3Aek9xNJgMLsQrxyUXjp Scale = 1:12.9 1 2 3 5 4 2x4 3x4 2x4 3x4 2-11-4 2-11-4 -2-3-02-3-0 2-11-42-11-4 1-0-62-0-24.00 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 0.34 0.07 0.04 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: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 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=61(LC 9) Max Uplift 5=-91(LC 6), 4=-8(LC 7) Max Grav 5=315(LC 1), 4=58(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-288/252 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 5 and 8 lb uplift at joint 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss J21 Truss Type Jack-Closed Qty 9 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54650995 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:03 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-NWnLe1ip_l709sHGQGMYawmEx24xgqcpa?b_OOyUXjo Scale = 1:12.5 1 2 3 5 4 2x4 3x4 2x4 4x6 3-5-0 3-5-0 -2-3-02-3-0 3-5-03-5-0 0-11-31-11-23.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.09 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -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: 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-0 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=57(LC 7) Max Uplift 5=-89(LC 6), 4=-3(LC 7) Max Grav 5=324(LC 1), 4=75(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-293/261 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 5 and 3 lb uplift at joint 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss J22 Truss Type Jack-Closed Qty 2 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54650996 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:03 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-NWnLe1ip_l709sHGQGMYawmF7241gqCpa?b_OOyUXjo Scale = 1:12.1 1 2 3 4 5 6 2x4 2x4 3x8 8x8 3-2-2 3-2-2 -3-2-33-2-3 3-2-23-2-2 0-11-31-7-12.48 12 Plate Offsets (X,Y)-- [2:0-5-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.27 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 2-5 2-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-4-9 Max Horz 2=36(LC 9) Max Uplift 2=-131(LC 6) Max Grav 5=57(LC 3), 2=412(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -3-2-3 to 1-0-12, Exterior(2R) 1-0-12 to 3-0-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 2. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss J23 Truss Type Jack-Closed Qty 2 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54650997 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:04 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-riLjsNiSl3Ftn0sS__un67IPhSQzPHSzpfLXwqyUXjn Scale = 1:10.9 1 2 3 5 4 6 2x4 3x4 2x4 2x4 2-4-0 2-4-0 -2-3-02-3-0 2-4-02-4-0 0-11-31-7-63.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.34 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical Max Horz 5=56(LC 9) Max Uplift 5=-100(LC 6), 4=-4(LC 7) Max Grav 5=310(LC 1), 4=33(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-272/249 NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 0-9-0, Interior(1) 0-9-0 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 5 and 4 lb uplift at joint 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss T01 Truss Type Common Qty 5 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54650998 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:06 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-n5TUH2kiHgVb0J0r5OwFBYOeuGy5t5yGGzqe_jyUXjl Scale = 1:57.3 1 2 3 4 5 6 7 8 9 10 14 13 12 11 15 16 17 18 3x8 5x8 3x8 6x10 4x6 4x6 3x6 3x6 2x4 3x6 2x4 6x10 4x6 4x6 3x6 10-10-8 10-10-8 21-5-8 10-7-0 32-4-0 10-10-8 -2-3-02-3-0 8-2-128-2-12 16-2-07-11-4 24-1-47-11-4 32-4-08-2-12 0-11-35-7-120-11-33.50 12 Plate Offsets (X,Y)-- [2:0-7-9,Edge], [10:0-7-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.64 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.53 0.10 (loc) 11-14 11-14 10 l/defl >999 >734 n/a L/d 240 180 n/a PLATES MT20 Weight: 115 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 4-3-9, Right 2x6 SPF No.2 4-3-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 10=Mechanical Max Horz 2=67(LC 14) Max Uplift 2=-94(LC 6), 10=-33(LC 7) Max Grav 2=1433(LC 1), 10=1289(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2863/209, 4-6=-2558/179, 6-8=-2578/200, 8-10=-2890/239 BOT CHORD 2-14=-118/2610, 11-14=-68/1962, 10-11=-151/2642 WEBS 6-11=0/704, 8-11=-396/174, 6-14=0/679, 4-14=-377/170 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 0-11-13, Interior(1) 0-11-13 to 12-11-3, Exterior(2R) 12-11-3 to 19-4-13, Interior(1) 19-4-13 to 29-1-3, Exterior(2E) 29-1-3 to 32-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 2 and 33 lb uplift at joint 10. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss T02 Truss Type Hip Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54650999 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:07 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-FH1sUOlK2_dSeTa1f6RUkmwo3fF4cYCPVdZBX9yUXjk Scale = 1:60.4 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 3x8 4x6 6x6 6x10 4x6 5x12 4x6 3x16 M18AHS3x6 2x4 3x6 3x8 3x6 3x6 3x6 2x4 3x16 M18AHS 7-2-12 7-2-12 14-2-0 6-11-4 18-2-0 4-0-0 25-1-4 6-11-4 32-4-0 7-2-12 -2-3-02-3-0 4-11-04-11-0 9-6-84-7-8 14-2-04-7-8 18-2-04-0-0 22-9-84-7-8 27-5-04-7-8 32-4-04-11-0 0-11-34-11-35-0-120-11-34-11-33.50 12 Plate Offsets (X,Y)-- [2:0-7-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.85 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.42 0.13 (loc) 16-18 16-18 12 l/defl >999 >932 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 126 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-12,1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-6-12, Right 2x6 SPF No.2 2-6-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-8-15 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=Mechanical, 2=0-3-8 Max Horz 2=59(LC 10) Max Uplift 12=-43(LC 7), 2=-104(LC 6) Max Grav 12=1289(LC 1), 2=1433(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2700/213, 4-6=-2676/217, 6-7=-2331/266, 7-8=-2191/270, 8-9=-2334/270, 9-10=-2712/256, 10-12=-2759/272 BOT CHORD 2-18=-133/2434, 16-18=-168/2546, 15-16=-123/2194, 13-15=-187/2564, 12-13=-197/2490 WEBS 6-16=-464/91, 7-16=0/391, 8-15=0/404, 9-15=-481/95 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 0-11-13, Interior(1) 0-11-13 to 9-6-8, Exterior(2R) 9-6-8 to 22-9-8, Interior(1) 22-9-8 to 29-1-3, Exterior(2E) 29-1-3 to 32-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 12 and 104 lb uplift at joint 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss T03 Truss Type Hip Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651000 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:09 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-Bg8cv4maZbtAunkQmXTypB09FTyI4Urizx2Ib1yUXji Scale = 1:59.3 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 4x6 4x6 6x10 4x6 6x10 4x6 3x8 M18AHS3x6 2x4 3x6 3x8 3x6 3x8 3x6 3x6 2x4 3x8 M18AHS 6-2-12 6-2-12 12-2-0 5-11-4 20-2-0 8-0-0 26-1-4 5-11-4 32-4-0 6-2-12 -2-3-02-3-0 4-3-04-3-0 8-2-83-11-8 12-2-03-11-8 16-2-04-0-0 20-2-04-0-0 24-1-83-11-8 28-1-03-11-8 32-4-04-3-0 0-11-34-4-34-5-120-11-34-4-33.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.80 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.46 0.13 (loc) 15-16 15-16 12 l/defl >999 >839 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 125 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-2-10, Right 2x6 SPF No.2 2-2-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins, except 2-0-0 oc purlins (3-7-12 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=Mechanical, 2=0-3-8 Max Horz 2=52(LC 10) Max Uplift 12=-51(LC 7), 2=-113(LC 6) Max Grav 12=1289(LC 1), 2=1433(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2606/227, 4-5=-2649/244, 5-6=-2527/291, 6-7=-2384/291, 7-8=-2393/301, 8-9=-2536/302, 9-10=-2694/291, 10-12=-2674/295 BOT CHORD 2-18=-146/2329, 16-18=-199/2607, 15-16=-216/2558, 13-15=-224/2631, 12-13=-221/2398 WEBS 4-18=-6/292, 5-16=-293/90, 6-16=-3/497, 7-16=-369/91, 7-15=-360/88, 8-15=-5/498, 9-15=-311/94, 10-13=0/278 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 0-11-13, Interior(1) 0-11-13 to 7-7-2, Exterior(2R) 7-7-2 to 24-8-14, Interior(1) 24-8-14 to 29-1-3, Exterior(2E) 29-1-3 to 32-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 12 and 113 lb uplift at joint 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss T04 Truss Type Hip Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651001 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:10 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-fsi?7QnCKv?1VxJcKE_BMOYJHtGgpw3rBbor8UyUXjh Scale = 1:59.3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 6x8 6x8 6x10 4x6 6x10 4x6 3x6 3x6 2x4 3x6 3x12 2x4 3x6 3x6 2x4 3x6 5-2-12 5-2-12 10-2-0 4-11-4 16-2-0 6-0-0 22-2-0 6-0-0 27-1-4 4-11-4 32-4-0 5-2-12 -2-3-02-3-0 5-2-125-2-12 10-2-04-11-4 16-2-06-0-0 22-2-06-0-0 27-1-44-11-4 32-4-05-2-12 0-11-33-9-33-10-120-11-33-9-33.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.92 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.48 0.13 (loc) 14 12-14 10 l/defl >999 >809 n/a L/d 240 180 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-8-14, Right 2x6 SPF No.2 2-8-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (2-9-14 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 2-17. REACTIONS. (size)10=Mechanical, 2=0-3-8 Max Horz 2=44(LC 14) Max Uplift 10=-59(LC 7), 2=-120(LC 6) Max Grav 10=1289(LC 1), 2=1433(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2746/244, 4-5=-2689/295, 5-6=-3053/358, 6-7=-3053/358, 7-8=-2707/313, 8-10=-2794/304 BOT CHORD 2-17=-165/2475, 16-17=-165/2475, 14-16=-184/2567, 12-14=-200/2582, 11-12=-226/2533, 10-11=-226/2533 WEBS 4-16=-28/272, 5-14=-73/688, 6-14=-450/135, 7-14=-69/675, 8-12=-25/254 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 0-11-13, Interior(1) 0-11-13 to 5-7-2, Exterior(2R) 5-7-2 to 14-8-14, Interior(1) 14-8-14 to 17-7-2, Exterior(2R) 17-7-2 to 26-8-14, Interior(1) 26-8-14 to 29-1-3, Exterior(2E) 29-1-3 to 32-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 lb uplift at joint 10 and 120 lb uplift at joint 2. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss T05 Truss Type Hip Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651002 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:12 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-cFqlX6pTsWFllET?Sf1fRpegZgxgHmO8fvHyCMyUXjf Scale = 1:59.3 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 6x6 6x6 6x10 4x6 5x12 4x6 3x8 M18AHS 3x6 2x4 3x6 5x8 2x4 3x6 3x8 3x6 3x6 2x4 3x16 M18AHS 4-2-12 4-2-12 8-2-0 3-11-4 13-5-7 5-3-7 18-10-9 5-5-3 24-2-0 5-3-7 28-1-4 3-11-4 32-4-0 4-2-12 -2-3-02-3-0 4-2-124-2-12 8-2-03-11-4 13-5-75-3-7 18-10-95-5-3 24-2-05-3-7 28-1-43-11-4 32-4-04-2-12 0-11-33-2-33-3-120-11-33-2-33.50 12 Plate Offsets (X,Y)-- [2:0-7-9,Edge], [15:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.95 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.60 0.14 (loc) 15-16 15-16 11 l/defl >999 >646 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 123 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-2-10, Right 2x6 SPF No.2 2-2-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins, except 2-0-0 oc purlins (2-8-3 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 2-19,11-12. REACTIONS. (size)11=Mechanical, 2=0-3-8 Max Horz 2=37(LC 14) Max Uplift 11=-65(LC 7), 2=-126(LC 6) Max Grav 11=1289(LC 1), 2=1433(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2597/218, 4-5=-2784/276, 5-6=-3535/352, 6-7=-3533/351, 7-8=-3546/363, 8-9=-2811/305, 9-11=-2668/289 BOT CHORD 2-19=-141/2329, 18-19=-141/2329, 16-18=-180/2680, 15-16=-260/3543, 13-15=-206/2704, 12-13=-216/2400, 11-12=-216/2400 WEBS 4-18=-40/480, 5-16=-84/1059, 6-16=-371/101, 7-15=-407/106, 8-15=-80/1048, 9-13=-27/461 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 0-11-13, Interior(1) 0-11-13 to 3-7-2, Exterior(2R) 3-7-2 to 12-8-14, Interior(1) 12-8-14 to 19-7-2, Exterior(2R) 19-7-2 to 28-8-14, Interior(1) 28-8-14 to 29-1-3, Exterior(2E) 29-1-3 to 32-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 11 and 126 lb uplift at joint 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss T06 Truss Type Hip Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651003 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:13 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-4RO7lSp5dqOcMO2B?NYu_1AsH4G709EItZ0VkpyUXje Scale = 1:60.1 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 6x8 3x6 6x8 4x6 5x12 4x6 5x16 M18AHS3x6 2x4 4x8 3x6 3x8 2x4 3x6 4x8 6x8 3x6 2x4 5x16 M18AHS 6-2-0 6-2-0 11-1-2 4-11-2 16-2-0 5-0-14 21-2-14 5-0-14 26-2-0 4-11-2 32-4-0 6-2-0 -2-3-02-3-0 3-2-123-2-12 6-2-02-11-4 11-1-24-11-2 16-2-05-0-14 21-2-145-0-14 26-2-04-11-2 29-1-42-11-4 32-4-03-2-12 0-11-32-7-32-8-120-11-32-7-33.50 12 Plate Offsets (X,Y)-- [2:0-7-9,Edge], [15:0-3-8,0-2-0], [19:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.74 1.00 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.40 -0.80 0.14 (loc) 17 17 13 l/defl >970 >485 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 120 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-8,8-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-18: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-8-0, Right 2x6 SPF No.2 1-8-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purlins, except 2-0-0 oc purlins (2-2-15 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)13=Mechanical, 2=0-3-8 Max Horz 2=30(LC 10) Max Uplift 13=-69(LC 7), 2=-131(LC 6) Max Grav 13=1289(LC 1), 2=1433(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2400/205, 4-5=-2794/232, 5-6=-4091/348, 6-7=-4532/362, 7-9=-4532/362, 9-10=-4112/365, 10-11=-2837/269, 11-13=-2476/266 BOT CHORD 2-20=-123/2089, 19-20=-158/2709, 17-19=-264/4089, 15-17=-282/4109, 14-15=-192/2749, 13-14=-196/2177 WEBS 4-20=-33/718, 5-19=-118/1576, 6-19=-581/109, 6-17=-39/535, 7-17=-300/82, 9-17=-34/520, 9-15=-575/106, 10-15=-110/1561, 11-14=-12/698 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 0-11-13, Interior(1) 0-11-13 to 1-7-2, Exterior(2R) 1-7-2 to 10-8-14, Interior(1) 10-8-14 to 21-7-2, Exterior(2R) 21-7-2 to 29-3-10, Exterior(2E) 29-3-10 to 32-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 13 and 131 lb uplift at joint 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss T07 Truss Type Hip Qty 2 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651004 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:16 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-U03GNTszwlmADsmmhV5bbfoKiIM?Da6kaXFAL7yUXjb Scale = 1:88.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 28 27 26 25 24 23 22 21 20 19 18 29 30 31 32 8x8 4x8 8x8 4x8 5x16 M18AHS 4x6 2x4 3x6 4x8 4x6 3x8 4x6 3x8 2x4 4x6 3x8 4x6 4x8 8x8 3x6 4x6 2x4 8x8 4x8 4x8 5x16 M18AHS 4-1-12 4-1-12 8-0-0 3-10-4 13-2-13 5-2-13 18-7-7 5-4-9 24-0-0 5-4-9 29-4-9 5-4-9 34-9-3 5-4-9 40-0-0 5-2-13 43-10-4 3-10-4 48-0-0 4-1-12 -2-3-02-3-0 4-1-124-1-12 8-0-03-10-4 13-2-135-2-13 18-7-75-4-9 24-0-05-4-9 29-4-95-4-9 34-9-35-4-9 40-0-05-2-13 43-10-43-10-4 48-0-04-1-12 50-3-02-3-0 1-0-63-6-133-8-61-0-63-6-134.00 12 Plate Offsets (X,Y)-- [2:0-5-13,0-0-1], [16:0-5-13,0-0-1], [20:0-3-8,0-2-0], [22:0-3-8,0-1-8], [24:0-3-8,0-1-8], [26:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.73 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.71 -1.41 0.29 (loc) 23 23 16 l/defl >817 >408 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 229 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-26,6-24,7-23,10-23,12-22,13-20: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-2-4, Right 2x6 SPF No.2 2-2-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (2-4-1 max.): 5-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 16=0-3-8 Max Horz 2=-42(LC 15) Max Uplift 2=-166(LC 6), 16=-166(LC 7) Max Grav 2=2055(LC 1), 16=2055(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3722/305, 4-5=-4117/361, 5-6=-5742/485, 6-7=-6830/525, 7-9=-7195/538, 9-10=-7195/538, 10-12=-6830/525, 12-13=-5742/485, 13-14=-4117/361, 14-16=-3720/305 BOT CHORD 2-28=-208/3274, 27-28=-208/3274, 26-27=-244/3941, 24-26=-365/5740, 23-24=-407/6830, 22-23=-407/6830, 20-22=-365/5740, 19-20=-244/3941, 18-19=-208/3274, 16-18=-208/3274 WEBS 4-27=-43/822, 5-27=-269/75, 5-26=-142/2169, 6-26=-1042/143, 6-24=-85/1313, 7-24=-563/107, 7-23=-35/472, 9-23=-324/90, 10-23=-36/472, 10-22=-563/107, 12-22=-85/1313, 12-20=-1042/143, 13-20=-142/2169, 13-19=-269/75, 14-19=-44/822 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 2-6-10, Exterior(2R) 2-6-10 to 14-9-7, Interior(1) 14-9-7 to 33-2-9, Exterior(2R) 33-2-9 to 45-5-6, Exterior(2E) 45-5-6 to 50-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 lb uplift at joint 2 and 166 lb uplift at joint 16. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss T08 Truss Type Roof Special Qty 2 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651005 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:18 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-QOB0o9tESM0uT9w9ow83h4teC5_hhOJ11rkGQ0yUXjZ Scale = 1:93.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 28 27 26 25 24 23 22 21 20 19 18 17 29 30 4x6 6x10 6x6 4x6 6x16 6x10 8x8 5x12 3x16 M18AHS3x6 2x4 4x6 3x6 4x6 3x8 3x8 4x6 3x6 4x6 3x6 5x12 4x8 4x6 5x8 3x16 M18AHS3x16 M18AHS 7-6-5 7-6-5 14-9-3 7-2-13 22-0-0 7-2-13 26-0-0 4-0-0 31-4-0 5-4-0 36-8-0 5-4-0 42-0-0 5-4-0 47-0-0 5-0-0 50-0-0 3-0-0 -2-3-02-3-0 5-8-105-8-10 11-1-125-5-2 16-6-145-5-2 22-0-05-5-2 26-0-04-0-0 31-4-05-4-0 36-8-05-4-0 42-0-05-4-0 47-0-05-0-0 50-0-03-0-0 52-3-02-3-0 1-0-63-0-68-4-62-0-68-4-64.00 12 Plate Offsets (X,Y)-- [2:0-5-13,0-0-1], [8:0-5-0,0-3-13], [15:0-2-14,0-2-8], [17:Edge,0-3-8], [18:0-3-8,0-2-0], [19:0-3-8,0-2-8], [23:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.91 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.70 0.23 (loc) 22 22-23 17 l/defl >999 >850 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 261 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 24-26: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 9-25,14-19,15-18: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 3-0-3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-0-5 max.): 8-9, 13-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-25, 9-25, 10-23 REACTIONS. (size)2=0-3-8, 17=0-3-8 Max Horz 2=96(LC 10) Max Uplift 2=-118(LC 6), 17=-132(LC 7) Max Grav 2=2129(LC 1), 17=2138(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4164/300, 4-5=-4109/307, 5-7=-3959/362, 7-8=-3300/368, 8-9=-3068/369, 9-10=-3336/377, 10-12=-3996/390, 12-13=-4638/400, 13-14=-4980/419, 14-15=-2090/193, 15-17=-2124/293 BOT CHORD 2-28=-175/3728, 27-28=-191/3958, 25-27=-156/3563, 23-25=-103/3098, 22-23=-172/3742, 20-22=-230/4372, 19-20=-292/4900, 18-19=-73/2005 WEBS 4-28=0/307, 5-27=-435/107, 7-27=0/510, 7-25=-767/114, 8-25=-14/738, 9-25=-292/197, 9-23=-32/836, 10-23=-981/107, 10-22=0/631, 12-22=-820/79, 12-20=0/425, 13-20=-600/69, 13-19=-1452/185, 14-19=-257/3346, 14-18=-1102/112, 15-18=-114/2277 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 2-9-0, Interior(1) 2-9-0 to 17-0-0, Exterior(2R) 17-0-0 to 31-0-0, Interior(1) 31-0-0 to 42-0-0, Exterior(2R) 42-0-0 to 47-0-0, Exterior(2E) 47-0-0 to 52-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 118 lb uplift at joint 2 and 132 lb uplift at joint 17. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss T09 Truss Type Hip Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651006 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:19 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-vblO?VusDg8l4JVLMdfIDIQqtVPEQriAGVTqySyUXjY Scale = 1:88.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 27 28 29 30 8x8 4x6 8x8 5x12 3x16 M18AHS 4x6 2x4 3x6 4x8 4x6 3x12 2x4 4x6 3x6 4x6 4x8 8x8 3x6 4x6 2x4 8x8 5x12 3x16 M18AHS 3x16 M18AHS 5-1-12 5-1-12 10-0-0 4-10-4 15-6-2 5-6-2 21-2-1 5-7-14 26-9-15 5-7-14 32-5-14 5-7-14 38-0-0 5-6-2 42-10-4 4-10-4 48-0-0 5-1-12 -2-3-02-3-0 5-1-125-1-12 10-0-04-10-4 15-6-25-6-2 21-2-15-7-14 26-9-155-7-14 32-5-145-7-14 38-0-05-6-2 42-10-44-10-4 48-0-05-1-12 50-3-02-3-0 1-0-64-2-134-4-61-0-64-2-134.00 12 Plate Offsets (X,Y)-- [2:0-5-13,0-0-1], [14:0-5-13,0-0-1], [19:0-3-8,0-2-0], [23:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.63 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.53 -1.07 0.26 (loc) 20-21 20-21 14 l/defl >999 >538 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 227 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-8-10, Right 2x6 SPF No.2 2-8-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-4 oc purlins, except 2-0-0 oc purlins (2-8-13 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 14=0-3-8 Max Horz 2=-50(LC 15) Max Uplift 2=-162(LC 6), 14=-162(LC 7) Max Grav 2=2055(LC 1), 14=2055(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3922/352, 4-5=-4089/395, 5-6=-5214/492, 6-7=-5883/514, 7-9=-5883/514, 9-10=-5881/515, 10-11=-5214/492, 11-12=-4088/395, 12-14=-3921/352 BOT CHORD 2-26=-248/3496, 25-26=-248/3496, 23-25=-258/3892, 21-23=-352/5212, 20-21=-377/5881, 19-20=-352/5212, 17-19=-258/3892, 16-17=-248/3496, 14-16=-248/3496 WEBS 4-25=-36/579, 5-23=-118/1695, 6-23=-875/138, 6-21=-62/879, 7-21=-345/94, 9-20=-380/103, 10-20=-64/876, 10-19=-875/138, 11-19=-117/1696, 12-17=-36/579 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 2-6-10, Interior(1) 2-6-10 to 3-2-9, Exterior(2R) 3-2-9 to 16-9-7, Interior(1) 16-9-7 to 31-2-9, Exterior(2R) 31-2-9 to 44-9-7, Interior(1) 44-9-7 to 45-5-6, Exterior(2E) 45-5-6 to 50-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint 2 and 162 lb uplift at joint 14. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss T10 Truss Type Roof Special Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651007 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:21 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-rzt9QBw6lHOTKdfjT2hmIjVArJ?Lum8Tjpyx0LyUXjW Scale = 1:93.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 28 27 26 25 24 23 22 21 20 19 18 17 29 4x6 8x8 8x8 6x8 6x10 8x8 5x12 3x16 M18AHS3x6 2x4 4x6 3x6 4x6 3x8 4x6 3x8 4x6 3x6 4x6 3x6 5x12 4x8 4x6 5x8 3x16 M18AHS 3x16 M18AHS 6-10-5 6-10-5 13-5-3 6-6-13 20-0-0 6-6-13 28-0-0 8-0-0 32-8-0 4-8-0 37-4-0 4-8-0 42-0-0 4-8-0 47-0-0 5-0-0 50-0-0 3-0-0 -2-3-02-3-0 5-2-105-2-10 10-1-124-11-2 15-0-144-11-2 20-0-04-11-2 24-0-04-0-0 28-0-04-0-0 32-8-04-8-0 37-4-04-8-0 42-0-04-8-0 47-0-05-0-0 50-0-03-0-0 52-3-02-3-0 1-0-67-6-133-0-67-8-62-0-67-6-134.00 12 Plate Offsets (X,Y)-- [2:0-5-13,0-0-1], [8:0-4-0,Edge], [10:0-4-0,Edge], [14:0-7-8,0-3-0], [15:0-2-14,0-2-8], [17:Edge,0-3-8], [18:0-3-8,0-2-0], [19:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.98 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.72 0.23 (loc) 22-23 23-25 17 l/defl >999 >826 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 259 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 24-26: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 14-19,15-18: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-9-1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-1-0 max.): 8-10, 13-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 25-27,23-25. WEBS 1 Row at midpt 11-23 REACTIONS. (size)2=0-3-8, 17=0-3-8 Max Horz 2=87(LC 10) Max Uplift 2=-127(LC 6), 17=-141(LC 7) Max Grav 2=2129(LC 1), 17=2138(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4092/319, 4-5=-4070/329, 5-7=-4052/396, 7-8=-3495/402, 8-9=-3305/400, 9-10=-3382/411, 10-11=-3573/414, 11-12=-4142/435, 12-13=-4704/443, 13-14=-4811/441, 14-15=-2217/219, 15-17=-2116/310 BOT CHORD 2-28=-192/3646, 27-28=-226/3996, 25-27=-200/3677, 23-25=-180/3418, 22-23=-225/3887, 20-22=-275/4439, 19-20=-335/4891, 18-19=-86/2005 WEBS 4-28=0/361, 5-27=-352/98, 7-27=0/426, 7-25=-619/109, 8-25=-30/797, 9-25=-426/94, 9-23=-296/100, 10-23=-37/835, 11-23=-827/104, 11-22=0/572, 12-22=-743/67, 12-20=0/405, 13-20=-530/69, 13-19=-1464/192, 14-19=-272/3196, 14-18=-1056/116, 15-18=-140/2348 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 2-9-0, Interior(1) 2-9-0 to 15-0-0, Exterior(2R) 15-0-0 to 33-0-0, Interior(1) 33-0-0 to 42-0-0, Exterior(2R) 42-0-0 to 47-0-0, Exterior(2E) 47-0-0 to 52-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 lb uplift at joint 2 and 141 lb uplift at joint 17. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss T11 Truss Type Hip Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651008 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:23 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-nM_vrsxMGveBZwp6bTjEO8bW36ooMmxmB6R15DyUXjU Scale = 1:88.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 25 24 23 22 21 20 19 18 17 26 27 28 294x8 8x8 8x8 4x8 8x8 5x12 3x16 M18AHS3x6 2x4 4x6 3x6 4x8 2x4 4x6 3x6 3x6 4x6 3x6 2x4 8x8 5x12 3x16 M18AHS 3x16 M18AHS 8-1-12 8-1-12 16-0-0 7-10-4 21-4-0 5-4-0 26-8-0 5-4-0 32-0-0 5-4-0 39-10-4 7-10-4 48-0-0 8-1-12 -2-3-02-3-0 5-6-55-6-5 10-9-35-2-13 16-0-05-2-13 21-4-05-4-0 26-8-05-4-0 32-0-05-4-0 37-2-135-2-13 42-5-115-2-13 48-0-05-6-5 50-3-02-3-0 1-0-66-2-136-4-61-0-66-2-134.00 12 Plate Offsets (X,Y)-- [2:0-5-13,0-0-1], [15:0-5-13,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.91 0.53 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.63 0.22 (loc) 20-21 20-21 15 l/defl >999 >914 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 235 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-10-14, Right 2x6 SPF No.2 2-10-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins, except 2-0-0 oc purlins (3-6-12 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 15=0-3-8 Max Horz 2=75(LC 14) Max Uplift 2=-146(LC 6), 15=-146(LC 7) Max Grav 2=2055(LC 1), 15=2055(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3958/383, 4-6=-3970/392, 6-7=-3702/443, 7-8=-3884/488, 8-9=-3882/487, 9-10=-3886/489, 10-11=-3702/443, 11-13=-3970/392, 13-15=-3958/383 BOT CHORD 2-25=-274/3535, 23-25=-310/3786, 21-23=-245/3460, 20-21=-295/3884, 19-20=-245/3460, 17-19=-310/3786, 15-17=-274/3535 WEBS 4-25=0/353, 6-23=-432/112, 7-23=0/443, 7-21=-81/772, 8-21=-370/115, 9-20=-476/122, 10-20=-82/774, 10-19=0/443, 11-19=-433/112, 13-17=0/353 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 2-6-10, Interior(1) 2-6-10 to 9-2-9, Exterior(2R) 9-2-9 to 22-9-7, Interior(1) 22-9-7 to 25-2-9, Exterior(2R) 25-2-9 to 38-9-7, Interior(1) 38-9-7 to 45-5-6, Exterior(2E) 45-5-6 to 50-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 146 lb uplift at joint 2 and 146 lb uplift at joint 15. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss T12 Truss Type Hip Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651009 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:25 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-jl6gGYzdoWuvoEyViumiTZguYwSNqgQ3eQw896yUXjS Scale = 1:80.7 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 2019 18 1716 15 14 23 24 25 8x8 4x8 6x10 4x8 6x10 4x8 3x16 M18AHS 4x6 2x4 3x6 3x12 4x6 3x8 2x4 4x6 3x12 8x8 3x6 4x6 2x4 3x16 M18AHS 4-6-0 4-6-0 8-8-8 4-2-8 15-3-6 6-6-14 22-0-0 6-8-10 28-8-10 6-8-10 35-3-8 6-6-14 39-6-0 4-2-8 44-0-0 4-6-0 -2-3-02-3-0 4-6-04-6-0 8-8-84-2-8 15-3-66-6-14 22-0-06-8-10 28-8-106-8-10 35-3-86-6-14 39-6-04-2-8 44-0-04-6-0 1-0-63-9-103-11-31-0-63-9-104.00 12 Plate Offsets (X,Y)-- [2:0-6-9,Edge], [13:0-6-9,Edge], [16:0-3-8,0-1-8], [17:0-6-14,0-1-8], [19:0-6-14,0-1-8], [20:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.59 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.46 -0.93 0.22 (loc) 18 16-18 13 l/defl >999 >568 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 203 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-20,6-18,9-18,10-16: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-4-8, Right 2x6 SPF No.2 2-4-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-7 oc purlins, except 2-0-0 oc purlins (2-8-12 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-3-8, 2=0-3-8 Max Horz 2=46(LC 14) Max Uplift 13=-94(LC 7), 2=-155(LC 6) Max Grav 13=1757(LC 1), 2=1898(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3460/306, 4-5=-3719/353, 5-6=-5153/471, 6-7=-5687/488, 7-9=-5687/488, 9-10=-5167/483, 10-11=-3747/379, 11-13=-3527/360 BOT CHORD 2-22=-211/3056, 21-22=-211/3056, 20-21=-235/3548, 18-20=-348/5151, 16-18=-360/5164, 15-16=-258/3573, 14-15=-270/3121, 13-14=-270/3121 WEBS 4-21=-34/650, 5-20=-133/1888, 6-20=-753/146, 6-18=-52/669, 7-18=-405/109, 9-18=-49/659, 9-16=-749/144, 10-16=-129/1878, 11-15=-31/634 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 2-1-13, Interior(1) 2-1-13 to 2-5-13, Exterior(2R) 2-5-13 to 14-11-3, Interior(1) 14-11-3 to 29-0-13, Exterior(2R) 29-0-13 to 39-6-0, Exterior(2E) 39-6-0 to 44-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 13 and 155 lb uplift at joint 2. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss T13 Truss Type Hip Qty 2 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651010 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:27 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-g7EQhE_tK78c2Y6tqJoAY_lF1j3lIV3L5kPFE?yUXjQ Scale = 1:88.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 26 25 24 23 22 21 20 19 18 27 28 29 30 8x10 4x8 6x10 4x8 6x18 M18AHS3x8 3x12 5x8 4x8 3x12 4x6 3x8 2x4 4x6 3x12 4x8 5x8 8x10 3x8 3x12 6x10 4x8 4x8 6x18 M18AHS 6-0-0 6-0-0 11-10-13 5-10-13 17-11-7 6-0-9 24-0-0 6-0-9 30-0-9 6-0-9 36-1-3 6-0-9 42-0-0 5-10-13 48-0-0 6-0-0 -2-3-02-3-0 3-1-123-1-12 6-0-02-10-4 11-10-135-10-13 17-11-76-0-9 24-0-06-0-9 30-0-96-0-9 36-1-36-0-9 42-0-05-10-13 44-10-42-10-4 48-0-03-1-12 50-3-02-3-0 1-0-62-10-133-0-61-0-62-10-134.00 12 Plate Offsets (X,Y)-- [2:0-6-9,Edge], [6:0-3-8,0-2-0], [12:0-3-8,0-2-0], [16:0-6-9,Edge], [18:0-3-8,0-1-8], [19:0-3-8,0-2-8], [21:0-3-8,0-1-8], [23:0-3-8,0-1-8], [25:0-3-8,0-2-8], [26:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.91 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.92 -1.84 0.34 (loc) 22 22-23 16 l/defl >629 >314 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 239 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 1-5,13-17: 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-25,6-23,7-22,11-22,12-21,13-19: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-7-10, Right 2x6 SPF No.2 1-7-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins, except 2-0-0 oc purlins (3-1-13 max.): 5-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 16=0-3-8 Max Horz 2=33(LC 10) Max Uplift 2=-169(LC 6), 16=-169(LC 7) Max Grav 2=2055(LC 1), 16=2055(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3402/257, 4-5=-4045/304, 5-6=-6763/495, 6-7=-8485/555, 7-9=-9100/580, 9-11=-9100/580, 11-12=-8485/555, 12-13=-6763/495, 13-14=-4045/304, 14-16=-3400/258 BOT CHORD 2-26=-160/2884, 25-26=-216/3905, 23-25=-399/6762, 22-23=-460/8485, 21-22=-460/8485, 19-21=-399/6762, 18-19=-216/3905, 16-18=-160/2884 WEBS 4-26=-57/1154, 5-26=-432/100, 5-25=-200/3153, 6-25=-1144/154, 6-23=-115/1898, 7-23=-616/117, 7-22=-46/699, 9-22=-386/102, 11-22=-46/699, 11-21=-616/117, 12-21=-115/1898, 12-19=-1144/153, 13-19=-200/3153, 13-18=-432/100, 14-18=-57/1154 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 2-6-10, Exterior(2R) 2-6-10 to 12-9-7, Interior(1) 12-9-7 to 35-2-9, Exterior(2R) 35-2-9 to 45-5-6, Exterior(2E) 45-5-6 to 50-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 lb uplift at joint 2 and 169 lb uplift at joint 16. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss T14 Truss Type Hip Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651011 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:28 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-8Kooua?V5RGTfih4O0JP4BIS_7RX16bVKO9omRyUXjP Scale = 1:39.0 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 4x6 4x6 5x12 5x6 5x12 5x6 6x16 2x4 3x6 2x4 10-0-0 10-0-0 11-0-0 1-0-0 21-0-0 10-0-0 -2-3-02-3-0 5-1-125-1-12 10-0-04-10-4 11-0-01-0-0 15-10-44-10-4 21-0-05-1-12 1-0-64-2-134-4-61-0-64-2-134.00 12 Plate Offsets (X,Y)-- [2:0-8-11,Edge], [9:0-8-11,Edge], [11:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.81 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.33 0.04 (loc) 9-10 9-10 9 l/defl >999 >769 n/a L/d 240 180 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 2-8-15, Right 2x8 SP 2400F 2.0E 2-8-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except 2-0-0 oc purlins (5-3-15 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 2=0-3-8 Max Horz 2=50(LC 14) Max Uplift 9=-24(LC 7), 2=-86(LC 6) Max Grav 9=833(LC 1), 2=982(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1451/190, 4-5=-1221/166, 5-6=-1127/182, 6-7=-1224/169, 7-9=-1478/232 BOT CHORD 2-12=-93/1250, 10-12=-40/1127, 9-10=-141/1291 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 0-9-0, Interior(1) 0-9-0 to 5-9-1, Exterior(2R) 5-9-1 to 15-2-15, Interior(1) 15-2-15 to 18-0-0, Exterior(2E) 18-0-0 to 21-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 9 and 86 lb uplift at joint 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss T15 Truss Type Hip Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651012 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:30 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-4iwZJG1ld2XBv?rSVRLtAcNj5x5nVqcooievrJyUXjN Scale = 1:89.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 29 28 27 26 25 24 23 22 21 20 19 18 17 30 31 32 33 8x8 4x8 8x8 5x12 3x16 M18AHS 2x4 4x6 2x4 2x4 5x8 WB 4x6 2x4 3x6 4x8 4x6 6x18 M18AHS 5x8 6x18 M18AHS 12x18 M18AHS 6x8 6x16 8x8 3x6 4x6 2x4 8x8 5x12 5-1-12 5-1-12 10-0-0 4-10-4 15-0-11 5-0-11 20-1-5 5-0-11 25-2-0 5-0-11 30-2-0 5-0-0 34-1-0 3-11-0 38-0-0 3-11-0 42-10-4 4-10-4 48-0-0 5-1-12 -2-3-02-3-0 5-1-125-1-12 10-0-04-10-4 15-0-115-0-11 20-1-55-0-11 25-2-05-0-11 27-8-02-6-0 30-2-02-6-0 34-1-03-11-0 38-0-03-11-0 42-10-44-10-4 48-0-05-1-12 50-3-02-3-0 1-0-64-2-134-4-61-0-61-0-04-2-134.00 12 Plate Offsets (X,Y)-- [2:0-5-13,0-0-1], [7:0-3-8,0-2-8], [11:0-3-8,0-3-0], [15:0-5-13,0-0-1], [22:0-6-4,Edge], [23:0-9-0,0-3-8], [25:0-2-0,0-3-0], [26:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.89 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.69 -1.38 0.35 (loc) 24 24 15 l/defl >834 >418 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 248 lb FT = 20% GRIP 169/123 121/117 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 22-23: 2x6 SP 2400F 2.0E, 19-21: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 23-25,20-22: 2x4 SPF 2100F 1.8E, 7-23,11-22: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 2-8-10, Right 2x6 SPF No.2 2-8-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-4 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 5-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 15=0-3-8 Max Horz 2=-50(LC 15) Max Uplift 2=-163(LC 6), 15=-163(LC 7) Max Grav 2=2054(LC 1), 15=2053(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3920/353, 4-5=-4083/397, 5-6=-5115/490, 6-7=-5799/514, 7-9=-7996/665, 9-10=-7665/656, 10-11=-7635/656, 11-12=-4870/475, 12-13=-4078/399, 13-15=-3918/354 BOT CHORD 2-29=-250/3495, 28-29=-250/3495, 26-28=-259/3887, 25-26=-350/5113, 22-23=-531/8050, 18-20=-261/3883, 17-18=-250/3494, 15-17=-250/3494 WEBS 10-22=-261/76, 4-28=-36/574, 5-26=-114/1625, 6-26=-905/132, 6-25=-63/922, 7-25=-1591/162, 23-25=-373/5773, 7-23=-175/2537, 20-22=-341/4929, 11-22=-225/3390, 11-20=-2226/218, 12-20=-104/1460, 13-18=-38/569, 9-22=-525/52 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 2-6-10, Interior(1) 2-6-10 to 3-2-9, Exterior(2R) 3-2-9 to 16-9-7, Interior(1) 16-9-7 to 31-2-9, Exterior(2R) 31-2-9 to 44-9-7, Interior(1) 44-9-7 to 45-5-6, Exterior(2E) 45-5-6 to 50-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 163 lb uplift at joint 2 and 163 lb uplift at joint 15. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss T16 Truss Type Hip Qty 2 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651013 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:33 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-UHbhxH3ewzvmmTa1AZvanF?E38DiiG4EUgsZSeyUXjK Scale = 1:89.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 27 26 25 24 23 22 21 20 19 28 29 30 31 4x8 8x8 4x6 4x8 8x8 4x8 3x16 M18AHS3x6 2x4 4x6 3x6 3x8 4x6 3x8 2x4 4x6 3x8 8x8 3x6 4x6 3x6 2x4 8x8 4x8 3x16 M18AHS 7-1-12 7-1-12 14-0-0 6-10-4 18-11-2 4-11-2 24-0-0 5-0-14 29-0-14 5-0-14 34-0-0 4-11-2 40-10-4 6-10-4 48-0-0 7-1-12 -2-3-02-3-0 4-10-54-10-5 9-5-34-6-13 14-0-04-6-13 18-11-24-11-2 24-0-05-0-14 29-0-145-0-14 34-0-04-11-2 38-6-134-6-13 43-1-114-6-13 48-0-04-10-5 50-3-02-3-0 1-0-65-6-135-8-61-0-65-6-134.00 12 Plate Offsets (X,Y)-- [2:0-5-13,0-0-1], [17:0-5-13,0-0-1], [22:0-3-8,0-1-8], [24:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.49 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.70 0.23 (loc) 23 23-24 17 l/defl >999 >828 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 237 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-6-11, Right 2x6 SPF No.2 2-6-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-4-1 max.): 7-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 17=0-3-8 Max Horz 2=66(LC 14) Max Uplift 2=-152(LC 6), 17=-152(LC 7) Max Grav 2=2055(LC 1), 17=2055(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3857/360, 4-6=-3935/376, 6-7=-3859/432, 7-8=-4234/486, 8-9=-4431/491, 9-11=-4431/491, 11-12=-4234/486, 12-13=-3859/432, 13-15=-3935/376, 15-17=-3857/360 BOT CHORD 2-27=-255/3418, 26-27=-304/3829, 24-26=-251/3620, 23-24=-311/4232, 22-23=-311/4232, 20-22=-251/3620, 19-20=-304/3829, 17-19=-255/3418 WEBS 4-27=0/448, 6-26=-282/102, 7-26=0/350, 7-24=-88/1002, 8-24=-639/122, 8-23=-41/395, 9-23=-304/82, 11-23=-41/395, 11-22=-639/122, 12-22=-88/1002, 12-20=0/350, 13-20=-282/102, 15-19=0/448 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 2-6-10, Interior(1) 2-6-10 to 7-2-9, Exterior(2R) 7-2-9 to 20-9-7, Interior(1) 20-9-7 to 27-2-9, Exterior(2R) 27-2-9 to 40-9-7, Interior(1) 40-9-7 to 45-5-6, Exterior(2E) 45-5-6 to 50-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 lb uplift at joint 2 and 152 lb uplift at joint 17. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss T17 Truss Type Roof Special Qty 2 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651014 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:35 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-RgjRMz4uRb9U?mjQI_x2tg4YZyuvA6oXx_LgWXyUXjI Scale = 1:91.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 27 28 4x8 5x6 4x6 6x6 6x10 8x8 4x6 4x6 3x16 M18AHS3x6 2x4 4x6 3x6 4x6 4x8 4x6 3x6 4x6 3x6 5x12 4x8 4x6 5x8 3x16 M18AHS3x16 M18AHS 8-2-5 8-2-5 16-1-3 7-10-13 24-0-0 7-10-13 30-0-0 6-0-0 36-0-0 6-0-0 42-0-0 6-0-0 47-0-0 5-0-0 50-0-0 3-0-0 -2-3-02-3-0 6-2-106-2-10 12-1-125-11-2 18-0-145-11-2 24-0-05-11-2 30-0-06-0-0 36-0-06-0-0 42-0-06-0-0 47-0-05-0-0 50-0-03-0-0 52-3-02-3-0 1-0-63-0-69-0-62-0-63-0-64.00 12 Plate Offsets (X,Y)-- [2:0-5-13,0-0-1], [13:0-7-8,0-3-0], [14:0-2-14,0-2-8], [16:Edge,0-3-8], [17:0-3-8,0-2-0], [18:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.58 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.69 0.22 (loc) 21 19-21 16 l/defl >999 >863 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 254 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 7-22,8-22,9-22,13-18,14-17: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 3-3-6 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-1-2 max.): 12-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-22, 9-22, 10-21 REACTIONS. (size)2=0-3-8, 16=0-3-8 Max Horz 2=104(LC 14) Max Uplift 2=-108(LC 6), 16=-122(LC 7) Max Grav 2=2129(LC 1), 16=2138(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4221/280, 4-6=-4134/281, 6-7=-3854/326, 7-8=-3089/328, 8-9=-3092/328, 9-10=-3842/346, 10-12=-4577/355, 12-13=-4824/365, 13-14=-2214/189, 14-16=-2115/285 BOT CHORD 2-26=-154/3794, 24-26=-153/3909, 22-24=-110/3437, 21-22=-120/3590, 19-21=-183/4310, 18-19=-258/4904, 17-18=-58/2002 WEBS 4-26=0/259, 6-24=-515/115, 7-24=0/584, 7-22=-881/124, 8-22=-77/1562, 9-22=-1075/116, 9-21=0/665, 10-21=-910/84, 10-19=0/464, 12-19=-664/81, 12-18=-1456/174, 13-18=-217/3216, 13-17=-1059/97, 14-17=-108/2344 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 2-9-0, Interior(1) 2-9-0 to 19-0-0, Exterior(2R) 19-0-0 to 29-0-0, Interior(1) 29-0-0 to 42-0-0, Exterior(2R) 42-0-0 to 47-0-0, Exterior(2E) 47-0-0 to 52-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 2 and 122 lb uplift at joint 16. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss T18 Truss Type Hip Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651015 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:37 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-N2rCnf68zCPCE4toPPzWy5AvqlTwe0?qPIqnbQyUXjG Scale = 1:87.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 24 25 26 27 4x8 8x8 8x8 4x8 8x8 4x6 4x6 3x16 M18AHS 4x6 2x4 3x6 4x6 3x6 2x4 3x8 3x6 4x6 3x6 4x6 2x4 8x10 4x6 4x6 3x16 M18AHS 6-2-5 6-2-5 12-1-3 5-10-13 18-0-0 5-10-13 24-0-0 6-0-0 30-0-0 6-0-0 35-9-11 5-9-11 41-7-5 5-9-11 47-8-8 6-1-3 -2-3-02-3-0 6-2-56-2-5 12-1-35-10-13 18-0-05-10-13 24-0-06-0-0 30-0-06-0-0 35-9-115-9-11 41-7-55-9-11 47-8-86-1-3 1-0-66-10-137-0-61-1-96-10-134.00 12 Plate Offsets (X,Y)-- [2:0-5-13,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.92 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.59 0.23 (loc) 19 19-20 14 l/defl >999 >969 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 241 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 11-14: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 17-21: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 7-19,9-19: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 3-3-4, Right 2x6 SPF No.2 3-3-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-5 oc purlins, except 2-0-0 oc purlins (3-9-2 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 20-22. REACTIONS. (size)2=0-3-8, 14=Mechanical Max Horz 2=84(LC 10) Max Uplift 2=-139(LC 6), 14=-77(LC 7) Max Grav 2=2047(LC 1), 14=1905(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4036/365, 4-6=-3942/439, 6-7=-3494/446, 7-8=-3516/482, 8-9=-3516/482, 9-10=-3476/452, 10-12=-3885/457, 12-14=-3958/415 BOT CHORD 2-23=-256/3627, 22-23=-256/3627, 20-22=-289/3726, 19-20=-230/3254, 18-19=-236/3238, 16-18=-303/3675, 15-16=-307/3523, 14-15=-307/3523 WEBS 6-20=-618/99, 7-20=0/512, 7-19=-74/569, 8-19=-461/152, 9-19=-72/589, 9-18=0/492, 10-18=-581/101, 12-16=-13/276 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 2-6-4, Interior(1) 2-6-4 to 11-3-1, Exterior(2R) 11-3-1 to 36-8-15, Interior(1) 36-8-15 to 42-11-4, Exterior(2E) 42-11-4 to 47-8-8 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 lb uplift at joint 2 and 77 lb uplift at joint 14. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss T19 Truss Type Common Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651016 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:39 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-JRyyCL7PVpfvUO1BXq0_1WFKYZAk63P6scJufIyUXjE Scale = 1:37.7 1 2 3 4 5 6 7 8 9 10 11 12 13 4x8 5x12 5x6 5x12 5x6 5x12 2x4 2x4 10-6-0 10-6-0 21-0-0 10-6-0 -2-3-02-3-0 5-4-125-4-12 10-6-05-1-4 15-7-45-1-4 21-0-05-4-12 1-0-64-6-61-0-64.00 12 Plate Offsets (X,Y)-- [2:0-8-11,Edge], [8:0-8-11,Edge], [9:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.84 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.35 0.04 (loc) 2-9 8-9 8 l/defl >999 >724 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 2-10-8, Right 2x8 SP 2400F 2.0E 2-10-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 2=0-3-8 Max Horz 2=53(LC 14) Max Uplift 8=-21(LC 7), 2=-84(LC 6) Max Grav 8=833(LC 1), 2=982(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1456/155, 4-5=-1181/128, 5-6=-1182/130, 6-8=-1480/194 BOT CHORD 2-9=-61/1256, 8-9=-105/1293 WEBS 5-9=0/456, 6-9=-289/129, 4-9=-251/121 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 0-9-0, Interior(1) 0-9-0 to 7-6-0, Exterior(2R) 7-6-0 to 13-6-0, Interior(1) 13-6-0 to 18-0-0, Exterior(2E) 18-0-0 to 21-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 8 and 84 lb uplift at joint 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss T20 Truss Type Hip Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651017 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:41 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-Fq4jd09f1RvdjhBaeF2S6xKfqNuUat6PJwo_kByUXjC Scale = 1:81.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 23 22 21 20 19 18 17 16 24 25 8x8 4x8 6x10 4x8 5x16 M18AHS3x6 2x4 3x12 4x6 5x8 2x4 4x6 3x8 4x6 3x12 8x8 3x6 2x4 6x10 4x8 5x16 M18AHS 6-8-8 6-8-8 12-8-14 6-0-6 18-10-15 6-2-2 25-1-1 6-2-2 31-3-2 6-2-2 37-3-8 6-0-6 44-0-0 6-8-8 -2-3-02-3-0 3-6-03-6-0 6-8-83-2-8 12-8-146-0-6 18-10-156-2-2 25-1-16-2-2 31-3-26-2-2 37-3-86-0-6 40-6-03-2-8 44-0-03-6-0 46-3-02-3-0 1-0-63-1-103-3-31-0-63-1-104.00 12 Plate Offsets (X,Y)-- [2:0-6-9,Edge], [14:0-6-9,Edge], [17:0-3-8,0-1-8], [19:0-3-8,0-1-8], [22:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.76 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.66 -1.34 0.25 (loc) 19-20 19-20 14 l/defl >797 >394 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 203 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-22,6-20,9-20,10-19,11-17: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-9-14, Right 2x6 SPF No.2 1-9-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, except 2-0-0 oc purlins (2-4-1 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 14=0-3-8 Max Horz 2=-36(LC 15) Max Uplift 2=-158(LC 6), 14=-158(LC 7) Max Grav 2=1895(LC 1), 14=1895(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3201/258, 4-5=-3699/293, 5-6=-5757/444, 6-7=-6864/478, 7-9=-6864/478, 9-10=-6856/478, 10-11=-5758/444, 11-12=-3699/293, 12-14=-3199/258 BOT CHORD 2-23=-164/2747, 22-23=-197/3552, 20-22=-339/5754, 19-20=-375/6856, 17-19=-339/5756, 16-17=-197/3551, 14-16=-164/2747 WEBS 4-23=-33/932, 5-23=-303/93, 5-22=-164/2476, 6-22=-929/143, 6-20=-78/1257, 7-20=-375/102, 9-19=-387/106, 10-19=-79/1247, 10-17=-929/143, 11-17=-164/2478, 11-16=-304/93, 12-16=-33/931 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 2-1-13, Exterior(2R) 2-1-13 to 12-8-14, Interior(1) 12-8-14 to 31-0-13, Exterior(2R) 31-0-13 to 41-10-3, Exterior(2E) 41-10-3 to 46-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint 2 and 158 lb uplift at joint 14. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss T21 Truss Type Hip Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651018 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:45 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-8bKDTOCA5fQ3CJULt57OHnVGg_IzWjN?EXmCtyyUXj8 Scale = 1:87.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 16 25 26 27 28 29 4x8 8x8 8x8 4x8 8x8 5x12 3x16 M18AHS3x6 2x4 4x6 3x6 4x8 2x4 4x6 3x6 3x6 4x6 3x6 2x4 8x10 4x8 3x16 M18AHS 3x16 M18AHS 8-1-12 8-1-12 16-0-0 7-10-4 21-4-0 5-4-0 26-8-0 5-4-0 32-0-0 5-4-0 39-8-8 7-8-8 47-8-8 8-0-0 -2-3-02-3-0 5-6-55-6-5 10-9-35-2-13 16-0-05-2-13 21-4-05-4-0 26-8-05-4-0 32-0-05-4-0 37-1-115-1-11 42-3-55-1-11 47-8-85-5-3 1-0-66-2-136-4-61-1-96-2-134.00 12 Plate Offsets (X,Y)-- [2:0-5-13,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.53 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.61 0.22 (loc) 19-20 19-20 15 l/defl >999 >931 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 230 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-10-14, Right 2x6 SPF No.2 2-10-11 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-6-15 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 15=Mechanical Max Horz 2=76(LC 14) Max Uplift 2=-146(LC 6), 15=-84(LC 7) Max Grav 2=2047(LC 1), 15=1905(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3939/389, 4-6=-3949/398, 6-7=-3678/451, 7-8=-3853/498, 8-9=-3851/497, 9-10=-3847/502, 10-11=-3651/460, 11-13=-3863/435, 13-15=-3851/438 BOT CHORD 2-24=-277/3517, 22-24=-315/3765, 20-22=-250/3437, 19-20=-306/3845, 18-19=-259/3413, 16-18=-332/3708, 15-16=-331/3409 WEBS 4-24=0/350, 6-22=-434/111, 7-22=0/444, 7-20=-82/761, 8-20=-370/115, 9-19=-483/122, 10-19=-81/785, 10-18=0/422, 11-18=-398/113, 13-16=0/394 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 2-6-4, Interior(1) 2-6-4 to 9-3-1, Exterior(2R) 9-3-1 to 22-8-15, Interior(1) 22-8-15 to 25-3-1, Exterior(2R) 25-3-1 to 38-8-15, Interior(1) 38-8-15 to 42-11-4, Exterior(2E) 42-11-4 to 47-8-8 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 146 lb uplift at joint 2 and 84 lb uplift at joint 15. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss T22 Truss Type Hip Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651019 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:47 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-4_R_u4EQdHgnRcej?W9sMCab0n_u_ZdIirFJxqyUXj6 Scale = 1:88.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 24 25 26 27 28 29 8x8 4x6 8x8 4x6 4x6 3x16 M18AHS 4x6 2x4 3x6 3x12 4x6 3x8 2x4 4x6 3x12 8x8 3x6 4x6 2x4 8x8 4x6 4x6 3x16 M18AHS 6-1-12 6-1-12 12-0-0 5-10-4 17-11-2 5-11-2 24-0-0 6-0-14 30-0-14 6-0-14 36-0-0 5-11-2 41-10-4 5-10-4 48-0-0 6-1-12 -2-3-02-3-0 6-1-126-1-12 12-0-05-10-4 17-11-25-11-2 24-0-06-0-14 30-0-146-0-14 36-0-05-11-2 41-10-45-10-4 48-0-06-1-12 50-3-02-3-0 1-0-64-10-135-0-61-0-64-10-134.00 12 Plate Offsets (X,Y)-- [2:0-5-13,0-0-1], [13:0-5-13,0-0-1], [18:0-3-8,0-1-8], [20:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.56 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.42 -0.85 0.24 (loc) 19 19-20 13 l/defl >999 >677 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 228 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-2-15, Right 2x6 SPF No.2 3-2-15 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-0-1 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 13=0-3-8 Max Horz 2=-58(LC 15) Max Uplift 2=-158(LC 6), 13=-158(LC 7) Max Grav 2=2055(LC 1), 13=2055(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4054/378, 4-5=-4001/414, 5-6=-4768/494, 6-7=-5099/502, 7-9=-5099/502, 9-10=-4768/494, 10-11=-4001/414, 11-13=-4054/378 BOT CHORD 2-23=-271/3644, 22-23=-271/3644, 20-22=-261/3787, 19-20=-337/4766, 18-19=-337/4766, 16-18=-261/3787, 15-16=-271/3644, 13-15=-271/3644 WEBS 4-22=-31/369, 5-20=-103/1344, 6-20=-707/137, 6-19=-46/507, 7-19=-373/99, 9-19=-46/507, 9-18=-707/137, 10-18=-103/1344, 11-16=-31/369 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 2-6-10, Interior(1) 2-6-10 to 5-2-9, Exterior(2R) 5-2-9 to 18-9-7, Interior(1) 18-9-7 to 29-2-9, Exterior(2R) 29-2-9 to 42-9-7, Interior(1) 42-9-7 to 45-5-6, Exterior(2E) 45-5-6 to 50-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint 2 and 158 lb uplift at joint 13. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss T23 Truss Type Hip Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651020 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:48 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-YA?M5PE2Oaoe3mDwZDg5uP7r4BJXjAWRxV?sTHyUXj5 Scale = 1:42.2 1 2 3 4 5 6 7 8 9 10 11 14 13 12 15 16 4x6 4x6 5x12 5x6 3x6 3x8 2x4 3x6 3x8 2x4 5x12 5x6 8-0-0 8-0-0 13-0-0 5-0-0 21-0-0 8-0-0 -2-3-02-3-0 4-1-124-1-12 8-0-03-10-4 10-6-02-6-0 13-0-02-6-0 16-10-43-10-4 21-0-04-1-12 23-3-02-3-0 1-0-63-6-133-8-61-0-63-6-134.00 12 Plate Offsets (X,Y)-- [2:0-8-11,Edge], [10:0-8-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.69 0.60 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.17 0.04 (loc) 10-12 10-12 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 2-2-10, Right 2x8 SP 2400F 2.0E 2-2-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins, except 2-0-0 oc purlins (5-3-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=42(LC 14) Max Uplift 2=-95(LC 6), 10=-95(LC 7) Max Grav 2=975(LC 1), 10=975(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1388/179, 4-5=-1318/178, 5-6=-1230/188, 6-7=-1230/188, 7-8=-1318/178, 8-10=-1387/180 BOT CHORD 2-14=-100/1187, 12-14=-102/1295, 10-12=-100/1187 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 0-9-0, Interior(1) 0-9-0 to 3-9-1, Exterior(2R) 3-9-1 to 17-0-7, Interior(1) 17-0-7 to 20-3-0, Exterior(2E) 20-3-0 to 23-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 2 and 95 lb uplift at joint 10. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss T24 Truss Type Hip Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651021 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:50 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-UY76W5GIvC2MI4NIgeiZ_qC9a?uzBtkkOpUzY9yUXj3 Scale = 1:86.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 29 28 27 26 25 24 23 22 21 20 19 18 30 31 32 33 34 35 4x6 8x8 4x8 3x16 M18AHS 2x4 4x6 2x4 2x4 3x16 M18AHS3x6 2x4 4x6 3x6 4x6 6x6 4x6 6x16 5x8 10x16 M18AHS 10x16 6x8 8x10 4x6 3x6 2x4 8x8 4x8 6-1-12 6-1-12 12-0-0 5-10-4 16-4-11 4-4-11 20-9-5 4-4-11 25-2-0 4-4-11 30-2-0 5-0-0 36-0-0 5-10-0 41-10-4 5-10-4 48-0-0 6-1-12 -2-3-02-3-0 4-2-54-2-5 8-1-33-10-13 12-0-03-10-13 16-4-114-4-11 20-9-54-4-11 25-2-04-4-11 30-2-05-0-0 36-0-05-10-0 39-10-133-10-13 43-9-113-10-13 48-0-04-2-5 50-3-02-3-0 1-0-65-0-61-0-61-0-05-0-64.00 12 Plate Offsets (X,Y)-- [2:0-5-13,0-0-1], [8:0-3-8,0-2-8], [16:0-5-13,0-0-1], [23:0-10-0,0-5-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.99 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.55 -1.09 0.35 (loc) 24 24 16 l/defl >999 >529 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 254 lb FT = 20% GRIP 169/123 121/117 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-23: 2x6 SP 2400F 2.0E, 24-27: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 23-25: 2x4 SPF 2100F 1.8E, 8-23,20-22,12-22: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-2-8, Right 2x6 SPF No.2 2-2-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (2-6-2 max.): 6-12. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-25, 10-22 REACTIONS. (size)2=0-3-8, 16=0-3-8 Max Horz 2=-59(LC 15) Max Uplift 2=-158(LC 6), 16=-159(LC 7) Max Grav 2=2054(LC 1), 16=2053(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3714/342, 4-5=-3866/363, 5-6=-3952/420, 6-7=-4432/475, 7-8=-4838/491, 8-10=-6880/636, 10-11=-5992/593, 11-12=-5977/595, 12-13=-3959/419, 13-14=-3862/366, 14-16=-3709/344 BOT CHORD 2-29=-240/3251, 28-29=-298/3836, 26-28=-251/3701, 25-26=-313/4431, 22-23=-479/6918, 18-20=-298/3837, 16-18=-241/3248 WEBS 10-23=0/423, 11-22=-356/119, 4-29=-12/566, 5-29=-333/98, 6-28=0/282, 6-26=-91/1151, 7-26=-760/117, 7-25=-51/670, 8-25=-1858/180, 23-25=-341/5010, 8-23=-183/2587, 10-22=-1172/73, 20-22=-253/3682, 12-22=-213/2636, 12-20=-475/92, 13-18=-340/93, 14-18=-13/567 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 2-6-10, Interior(1) 2-6-10 to 5-2-9, Exterior(2R) 5-2-9 to 18-9-7, Interior(1) 18-9-7 to 29-2-9, Exterior(2R) 29-2-9 to 42-9-7, Interior(1) 42-9-7 to 45-5-6, Exterior(2E) 45-5-6 to 50-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint 2 and 159 lb uplift at joint 16. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss T25 Truss Type Hip Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651022 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:52 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-RxFtxnIZRpI3YOXho3l13FIXBojEfwH1r7z4d2yUXj1 Scale = 1:42.2 1 2 3 4 5 6 7 8 9 10 11 14 13 12 15 16 17 18 5x12 5x12 3x12 5x6 3x6 2x4 5x8 2x4 3x6 2x4 3x12 5x6 6-0-0 6-0-0 10-6-0 4-6-0 15-0-0 4-6-0 21-0-0 6-0-0 -2-3-02-3-0 3-1-123-1-12 6-0-02-10-4 10-6-04-6-0 15-0-04-6-0 17-10-42-10-4 21-0-03-1-12 23-3-02-3-0 1-0-62-10-133-0-61-0-62-10-134.00 12 Plate Offsets (X,Y)-- [2:0-8-11,Edge], [5:0-6-0,0-1-11], [7:0-6-0,0-1-11], [10:0-8-11,Edge], [13:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.69 0.42 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.15 0.04 (loc) 13 13-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 1-8-6, Right 2x8 SP 2400F 2.0E 1-8-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins, except 2-0-0 oc purlins (4-4-5 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=33(LC 10) Max Uplift 2=-102(LC 6), 10=-102(LC 7) Max Grav 2=975(LC 1), 10=975(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1311/182, 4-5=-1385/198, 5-6=-1682/276, 6-7=-1682/276, 7-8=-1385/198, 8-10=-1310/182 BOT CHORD 2-14=-96/1081, 13-14=-115/1320, 12-13=-115/1320, 10-12=-96/1081 WEBS 4-14=-18/314, 5-13=-78/477, 6-13=-336/129, 7-13=-78/477, 8-12=-18/313 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 0-9-0, Interior(1) 0-9-0 to 1-9-1, Exterior(2R) 1-9-1 to 19-2-15, Interior(1) 19-2-15 to 20-3-0, Exterior(2E) 20-3-0 to 23-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 2 and 102 lb uplift at joint 10. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss T26 Truss Type Hip Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651023 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:54 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-NKMdMTJpzQYnnhg3vUnV8gNrRcGx7jnKJRSAhwyUXj? Scale = 1:80.3 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 26 27 8x8 4x8 8x8 4x8 8x8 4x8 3x16 M18AHS 4x6 2x4 3x6 3x8 4x6 3x8 2x4 4x6 3x8 8x8 3x6 4x6 2x4 3x16 M18AHS 5-6-0 5-6-0 10-8-8 5-2-8 16-3-6 5-6-14 22-0-0 5-8-10 27-8-10 5-8-10 33-3-8 5-6-14 38-6-0 5-2-8 44-0-0 5-6-0 -2-3-02-3-0 5-6-05-6-0 10-8-85-2-8 16-3-65-6-14 22-0-05-8-10 27-8-105-8-10 33-3-85-6-14 38-6-05-2-8 44-0-05-6-0 1-0-64-5-104-7-31-0-64-5-104.00 12 Plate Offsets (X,Y)-- [2:0-5-13,0-0-1], [13:0-5-13,0-0-1], [17:0-3-8,0-1-8], [19:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.99 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.38 -0.76 0.24 (loc) 18 17-18 13 l/defl >999 >696 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 205 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-20: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-10-13, Right 2x6 SPF No.2 2-10-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-1-14 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 2-22,13-14. REACTIONS. (size)13=Mechanical, 2=0-3-8 Max Horz 2=54(LC 10) Max Uplift 13=-90(LC 7), 2=-150(LC 6) Max Grav 13=1757(LC 1), 2=1898(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3614/338, 4-5=-3638/380, 5-6=-4419/462, 6-7=-4748/476, 7-9=-4748/476, 9-10=-4429/475, 10-11=-3659/406, 11-13=-3675/400 BOT CHORD 2-22=-234/3224, 21-22=-234/3224, 19-21=-239/3453, 18-19=-317/4417, 17-18=-329/4427, 15-17=-262/3471, 14-15=-302/3278, 13-14=-302/3278 WEBS 4-21=-30/420, 5-19=-99/1295, 6-19=-663/130, 6-18=-45/488, 7-18=-352/93, 9-18=-42/480, 9-17=-659/128, 10-17=-96/1288, 11-15=-28/405 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-3-0 to 2-1-13, Interior(1) 2-1-13 to 4-5-13, Exterior(2R) 4-5-13 to 16-11-3, Interior(1) 16-11-3 to 27-0-13, Exterior(2R) 27-0-13 to 39-7-3, Exterior(2E) 39-7-3 to 44-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 13 and 150 lb uplift at joint 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss TG01 Truss Type HIP GIRDER Qty 1 Ply 3 RIPAM SINGH RESIDENCE Job Reference (optional) I54651024 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:56 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-JiUOm9L3V2oV0?qS1vpzD5SC6Q_bbe3dmlxHlpyUXiz Scale = 1:46.9 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12202122232425262728 5x10 M18AHS 5x10 M18AHS 8x10 5x16 M18AHS 8x8 2x4 8x8 4x8 3x6 3x8 2x4 3x6 4x8 8x8 8x8 2x4 8x10 2-9-8 2-9-8 5-3-8 2-6-0 8-9-8 3-6-0 12-1-12 3-4-4 15-6-0 3-4-4 19-0-0 3-6-0 21-6-0 2-6-0 24-3-8 2-9-8 -2-3-02-3-0 2-9-82-9-8 5-3-82-6-0 8-9-83-6-0 12-1-123-4-4 15-6-03-4-4 19-0-03-6-0 21-6-02-6-0 24-3-82-9-8 26-6-82-3-0 0-11-32-5-110-11-32-5-113.50 12 Plate Offsets (X,Y)-- [4:0-7-8,0-2-8], [8:0-7-8,0-2-8], [13:0-3-8,0-4-0], [14:0-3-8,0-2-0], [17:0-3-8,0-2-0], [18:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.76 0.78 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.58 0.10 (loc) 15 15 10 l/defl >981 >497 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 428 lb FT = 20% GRIP 169/123 121/117 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 4-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-17,5-15,7-15,8-14: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud , Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (4-11-7 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=28(LC 33) Max Uplift 2=-477(LC 4), 10=-541(LC 5) Max Grav 2=9368(LC 1), 10=7483(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-16833/732, 3-4=-17992/850, 4-5=-22501/1127, 5-6=-24399/1296, 6-7=-24399/1296, 7-8=-22565/1288, 8-9=-17984/1118, 9-10=-15701/985 BOT CHORD 2-19=-645/15081, 18-19=-645/15081, 17-18=-780/17354, 15-17=-1084/22497, 14-15=-1235/22561, 13-14=-1024/17338, 12-13=-848/13998, 10-12=-848/13998 WEBS 3-19=-26/1198, 3-18=-150/2422, 4-18=-25/1518, 4-17=-367/6004, 5-17=-1085/157, 5-15=-211/2277, 7-15=-21/2201, 7-14=-1048/54, 8-14=-244/6097, 8-13=-156/1493, 9-13=-191/3608, 9-12=-58/284 NOTES-(12-13) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 477 lb uplift at joint 2 and 541 lb uplift at joint 10. 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 October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss TG01 Truss Type HIP GIRDER Qty 1 Ply 3 RIPAM SINGH RESIDENCE Job Reference (optional) I54651024 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:57 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-nv2m_ULhGLwMe9PeacKCmJ?NspKqK5Jm?PgqHFyUXiy NOTES-(12-13) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1272 lb down and 49 lb up at 0-8-4, 1269 lb down and 53 lb up at 2-0-12, 1269 lb down and 53 lb up at 4-0-12, 1269 lb down and 53 lb up at 6-0-12, 1269 lb down and 53 lb up at 8-0-12, 1269 lb down and 63 lb up at 10-0-12, 1269 lb down and 71 lb up at 12-0-12, 1269 lb down and 79 lb up at 14-0-12, 1269 lb down and 85 lb up at 16-0-12, and 1269 lb down and 89 lb up at 18-0-12, and 1954 lb down and 226 lb up at 20-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-8=-60, 8-11=-60, 2-10=-20 Concentrated Loads (lb) Vert: 16=-1269(B) 15=-1269(B) 20=-1272(B) 21=-1269(B) 22=-1269(B) 23=-1269(B) 24=-1269(B) 25=-1269(B) 26=-1269(B) 27=-1269(B) 28=-1954(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 RIPAM SINGH RESIDENCE Job Reference (optional) I54651025 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:59 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-kHAWPANyozA4tSZ1i1Ngrk4nLd4Vo0?3Sj9xL8yUXiw Scale = 1:46.9 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13192021222324 25 5x12 3x6 5x12 5x8 3x6 4x6 2x4 3x8 3x6 3x8 2x4 3x6 3x8 2x4 5x8 3x6 3-5-0 3-5-0 7-10-4 4-5-4 12-1-12 4-3-8 16-5-4 4-3-8 20-10-8 4-5-4 24-3-8 3-5-0 -2-3-02-3-0 3-5-03-5-0 7-10-44-5-4 12-1-124-3-8 16-5-44-3-8 20-10-84-5-4 24-3-83-5-0 26-6-82-3-0 0-11-31-11-20-11-31-11-23.50 12 Plate Offsets (X,Y)-- [2:0-6-1,0-0-4], [4:0-6-0,0-1-12], [9:0-6-0,0-1-12], [11:0-6-1,0-0-4], [14:0-3-8,0-1-8], [17:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.51 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.35 0.04 (loc) 15 15 11 l/defl >999 >829 n/a L/d 240 180 n/a PLATES MT20 Weight: 205 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-9-15, Right 2x4 SPF-S Stud 1-9-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (5-7-6 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 11=0-3-8 Max Horz 2=21(LC 12) Max Uplift 2=-208(LC 4), 11=-208(LC 5) Max Grav 2=1372(LC 1), 11=1373(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2454/277, 4-5=-4236/497, 5-6=-4773/555, 6-8=-4773/555, 8-9=-4239/498, 9-11=-2455/277 BOT CHORD 2-18=-234/2241, 17-18=-231/2244, 15-17=-466/4236, 14-15=-464/4239, 13-14=-230/2245, 11-13=-232/2242 WEBS 4-17=-249/2122, 5-17=-499/103, 5-15=-64/588, 8-15=-63/585, 8-14=-498/103, 9-14=-249/2125 NOTES-(11-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 208 lb uplift at joint 2 and 208 lb uplift at joint 11. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 87 lb down and 34 lb up at 2-4-12, 50 lb down and 23 lb up at 4-1-12, 50 lb down and 23 lb up at 6-1-12, 50 lb down and 23 lb up at 8-1-12, 50 lb down and 23 lb up at 10-1-12, 50 lb down and 23 lb up at 12-1-12, 50 lb down and 23 lb up at 14-1-12, 50 lb down and 23 lb up at 16-1-12, 50 lb down and 23 lb up at 18-1-12, and 50 lb down and 23 lb up at 20-1-12, and 87 lb down and 34 lb up at 21-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 RIPAM SINGH RESIDENCE Job Reference (optional) I54651025 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:50:59 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-kHAWPANyozA4tSZ1i1Ngrk4nLd4Vo0?3Sj9xL8yUXiw 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-9=-60, 9-12=-60, 2-11=-20 Concentrated Loads (lb) Vert: 16=-50(F) 17=-50(F) 15=-50(F) 14=-50(F) 19=-41(F) 20=-50(F) 21=-50(F) 22=-50(F) 23=-50(F) 24=-50(F) 25=-41(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss TG03 Truss Type Half Hip Girder Qty 2 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651026 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:00 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-CUkucWOaZGJxVc8DGkuvNxdzk1Y7XcZChNvVuayUXiv Scale: 1"=1' 1 2 3 4 7 6 5 2x4 3x4 2x4 3x4 6x10 3x4 2-0-0 2-0-0 4-0-0 2-0-0 -2-3-02-3-0 2-0-02-0-0 4-0-02-0-0 1-0-61-8-64.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.39 0.04 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 7 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 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=53(LC 5) Max Uplift 5=-13(LC 5), 7=-90(LC 4) Max Grav 5=126(LC 36), 7=339(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-321/100 NOTES-(10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 5 and 90 lb uplift at joint 7. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 lb down and 77 lb up at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 2 RIPAM SINGH RESIDENCE Job Reference (optional) I54651027 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:03 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-c3P1EYQSrBhVM4soxtRc?aFL9EKvkq0fNL79UvyUXis Scale = 1:58.2 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12212223242526272829303132 5x8 3x6 3x12 3x4 6x8 3x8 5x6 2x4 4x8 3x6 3x6 3x6 2x4 3x8 3x6 3x8 3x8 5x8 5x10 M18AHS 4-2-0 4-2-0 8-11-8 4-9-8 13-7-4 4-7-12 18-3-0 4-7-12 22-10-12 4-7-12 27-6-8 4-7-12 32-4-0 4-9-8 -2-3-02-3-0 4-2-04-2-0 8-11-84-9-8 13-7-44-7-12 18-3-04-7-12 22-10-124-7-12 27-6-84-7-12 32-4-04-9-8 0-11-32-1-123.50 12 Plate Offsets (X,Y)-- [2:0-5-9,0-2-4], [4:0-6-4,0-2-8], [10:0-3-8,0-1-8], [13:0-3-8,0-2-8], [14:0-3-8,0-1-8], [19:0-3-8,0-2-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.99 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.47 -0.92 0.09 (loc) 16-17 16-17 12 l/defl >826 >421 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 282 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-19,5-17,6-16,9-16,10-14,11-13: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-2-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-6 max.): 4-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=Mechanical, 2=0-3-8 Max Horz 2=56(LC 24) Max Uplift 12=-206(LC 5), 2=-270(LC 4) Max Grav 12=1974(LC 1), 2=2099(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4220/436, 4-5=-7287/781, 5-6=-8821/944, 6-8=-8828/945, 8-9=-8828/945, 9-10=-7461/802, 10-11=-4518/491, 11-12=-1826/213 BOT CHORD 2-20=-417/3905, 19-20=-415/3909, 17-19=-779/7287, 16-17=-942/8821, 14-16=-799/7461, 13-14=-488/4518 WEBS 4-19=-391/3601, 5-19=-912/150, 5-17=-174/1641, 6-17=-272/81, 8-16=-270/80, 9-16=-154/1463, 9-14=-802/132, 10-14=-334/3150, 10-13=-1404/201, 11-13=-497/4725 NOTES-(12-13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 206 lb uplift at joint 12 and 270 lb uplift at joint 2. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 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 October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 2 RIPAM SINGH RESIDENCE Job Reference (optional) I54651027 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:03 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-c3P1EYQSrBhVM4soxtRc?aFL9EKvkq0fNL79UvyUXis NOTES-(12-13) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 99 lb down and 33 lb up at 2-4-12, 91 lb down and 25 lb up at 4-4-12, 91 lb down and 25 lb up at 6-4-12, 91 lb down and 25 lb up at 8-4-12, 91 lb down and 25 lb up at 10-4-12, 91 lb down and 25 lb up at 12-4-12, 91 lb down and 25 lb up at 14-4-12, 91 lb down and 25 lb up at 16-4-12, 91 lb down and 25 lb up at 18-4-12, 91 lb down and 25 lb up at 20-4-12, 91 lb down and 25 lb up at 22-4-12, 91 lb down and 25 lb up at 24-4-12, 91 lb down and 25 lb up at 26-4-12, and 91 lb down and 25 lb up at 28-4-12, and 91 lb down and 25 lb up at 30-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-11=-60, 2-12=-20 Concentrated Loads (lb) Vert: 18=-91(B) 20=-91(B) 16=-91(B) 21=-96(B) 22=-91(B) 23=-91(B) 24=-91(B) 25=-91(B) 26=-91(B) 27=-91(B) 28=-91(B) 29=-91(B) 30=-91(B) 31=-91(B) 32=-91(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss TG05 Truss Type Half Hip Girder Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651028 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:04 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-4FzPSuR4cVpM_ER_VayrYnnemevwTQfoc?ti1LyUXir Scale = 1:12.4 1 2 3 4 7 6 5 2x4 3x4 2x4 4x6 5x12 3x4 2-4-0 2-4-0 4-2-0 1-10-0 -2-3-02-3-0 2-4-02-4-0 4-2-01-10-0 0-11-31-7-63.50 12 Plate Offsets (X,Y)-- [3:0-6-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.39 0.05 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=48(LC 5) Max Uplift 5=-13(LC 5), 7=-91(LC 4) Max Grav 5=116(LC 1), 7=347(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-326/103 NOTES-(10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 5 and 91 lb uplift at joint 7. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb down and 17 lb up at 2-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-9(F) October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss TG06 Truss Type Hip Girder Qty 1 Ply 2 RIPAM SINGH RESIDENCE Job Reference (optional) I54651029 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:07 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-VqfY4vTzvQBxrhAZAiWYAQP0orqFgfyEIz5MdgyUXio Scale = 1:85.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 28 27 26 25 24 23 22 21 20 19 18 5x12 3x8 5x12 5x12 4x6 5x10 M18AHS2x4 4x8 3x8 4x6 3x6 4x6 3x6 4x8 2x4 3x6 4x6 3x6 4x6 3x6 4x8 2x4 3x8 5x10 M18AHS 6x10 4x6 4-0-0 4-0-0 9-1-5 5-1-5 14-0-14 4-11-9 19-0-7 4-11-9 24-0-0 4-11-9 28-11-9 4-11-9 33-11-2 4-11-9 38-10-11 4-11-9 44-0-0 5-1-5 48-0-0 4-0-0 -2-3-02-3-0 4-0-04-0-0 9-1-55-1-5 14-0-144-11-9 19-0-74-11-9 24-0-04-11-9 28-11-94-11-9 33-11-24-11-9 38-10-114-11-9 44-0-05-1-5 48-0-04-0-0 50-3-02-3-0 1-0-62-4-61-0-62-4-64.00 12 Plate Offsets (X,Y)-- [2:0-8-11,Edge], [4:0-9-0,0-2-8], [5:0-3-8,0-1-8], [14:0-9-0,0-2-8], [16:0-7-15,0-0-15], [19:0-3-8,0-2-0], [27:0-3-8,0-2-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.46 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.92 -1.84 0.14 (loc) 23 22-23 16 l/defl >627 >314 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 480 lb FT = 20% GRIP 169/123 186/179 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 12-14: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-27,5-26,6-24,7-23,10-23,11-22,13-20,14-19: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-2-5, Right 2x6 SPF No.2 2-2-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins, except 2-0-0 oc purlins (3-0-14 max.): 4-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 16=0-3-8 Max Horz 2=26(LC 33) Max Uplift 2=-180(LC 4), 16=-258(LC 5) Max Grav 2=2148(LC 1), 16=3038(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3910/219, 4-5=-7456/449, 5-6=-10082/607, 6-7=-11805/714, 7-9=-12420/754, 9-10=-12420/754, 10-11=-12267/755, 11-13=-10971/687, 13-14=-8833/572, 14-16=-5699/378 BOT CHORD 2-28=-170/3545, 27-28=-165/3533, 26-27=-409/7456, 24-26=-567/10082, 23-24=-674/11805, 22-23=-711/12267, 20-22=-639/10971, 19-20=-521/8833, 18-19=-305/5261, 16-18=-304/5209 WEBS 4-27=-264/4222, 5-27=-1405/157, 5-26=-174/2841, 6-26=-975/124, 6-24=-119/1868, 7-24=-561/101, 7-23=-46/674, 9-23=-280/82, 10-23=-145/342, 10-22=-378/137, 11-22=-205/1408, 11-20=-798/159, 13-20=-285/2315, 13-19=-1220/191, 14-19=-278/3846, 14-18=-95/720 NOTES-(12-13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 180 lb uplift at joint 2 and 258 lb uplift at joint 16. Continued on page 2 October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss TG06 Truss Type Hip Girder Qty 1 Ply 2 RIPAM SINGH RESIDENCE Job Reference (optional) I54651029 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:07 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-VqfY4vTzvQBxrhAZAiWYAQP0orqFgfyEIz5MdgyUXio NOTES-(12-13) 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1076 lb down and 103 lb up at 44-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-14=-60, 14-17=-60, 2-16=-20 Concentrated Loads (lb) Vert: 18=-1076(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss TG07 Truss Type Half Hip Girder Qty 3 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651030 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:08 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-z0DwIFUbgkJoTrlmkQ1nidyKjFG?PEYOXdrwA7yUXin Scale: 1"=1' 1 2 3 4 7 6 5 2x4 3x4 2x4 3x4 6x10 3x4 2-0-0 2-0-0 4-0-0 2-0-0 -2-3-02-3-0 2-0-02-0-0 4-0-02-0-0 1-0-61-8-64.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.39 0.04 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 7 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 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=53(LC 5) Max Uplift 5=-13(LC 5), 7=-90(LC 4) Max Grav 5=126(LC 36), 7=339(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-321/100 NOTES-(10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 5 and 90 lb uplift at joint 7. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 lb down and 77 lb up at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss TG08 Truss Type HIP GIRDER Qty 1 Ply 3 RIPAM SINGH RESIDENCE Job Reference (optional) I54651031 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:12 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-rnSR7dX5kypExS2XzG6jtT7xfsQxLonzSEp7JuyUXij Scale = 1:79.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 162526272829303132333435363738394041 42 5x12 3x6 5x12 5x12 4x6 5x8 2x4 5x12 3x8 4x6 3x6 4x8 2x4 3x6 4x6 3x8 5x12 2x4 5x12 4x6 3x6 5x8 4-8-8 4-8-8 10-6-13 5-10-5 16-3-7 5-8-9 22-0-0 5-8-9 27-8-9 5-8-9 33-5-3 5-8-9 39-3-8 5-10-5 44-0-0 4-8-8 -2-3-02-3-0 4-8-84-8-8 10-6-135-10-5 16-3-75-8-9 22-0-05-8-9 27-8-95-8-9 33-5-35-8-9 39-3-85-10-5 44-0-04-8-8 46-3-02-3-0 1-0-62-7-31-0-62-7-34.00 12 Plate Offsets (X,Y)-- [2:0-6-9,Edge], [4:0-9-0,0-2-8], [5:0-3-8,0-1-8], [10:0-3-8,0-1-8], [12:0-9-0,0-2-8], [14:0-6-9,Edge], [17:0-3-8,0-2-8], [23:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.94 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.75 -1.46 0.14 (loc) 20 20 14 l/defl >706 >361 n/a L/d 240 180 n/a PLATES MT20 Weight: 589 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4,12-15: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-6-2, Right 2x4 SPF-S Stud 2-6-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (4-8-11 max.): 4-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 20-21,19-20. REACTIONS. (size)2=0-3-8, 14=0-3-8 Max Horz 2=-29(LC 34) Max Uplift 2=-386(LC 4), 14=-386(LC 5) Max Grav 2=3107(LC 1), 14=3107(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-6451/706, 4-5=-10967/1234, 5-6=-13994/1568, 6-8=-14926/1669, 8-9=-14926/1669, 9-10=-14002/1570, 10-12=-10931/1231, 12-14=-6429/703 BOT CHORD 2-24=-616/5860, 23-24=-615/5883, 21-23=-1187/10965, 20-21=-1522/13994, 19-20=-1515/14002, 17-19=-1168/10929, 16-17=-590/5854, 14-16=-591/5831 WEBS 4-24=0/371, 4-23=-617/5448, 5-23=-1475/227, 5-21=-367/3271, 6-21=-710/136, 6-20=-116/1022, 8-20=-328/99, 9-20=-115/1014, 9-19=-729/138, 10-19=-372/3318, 10-17=-1472/227, 12-17=-617/5440, 12-16=0/376 NOTES-(11-12) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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: 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; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 386 lb uplift at joint 2 and 386 lb uplift at joint 14. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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 October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss TG08 Truss Type HIP GIRDER Qty 1 Ply 3 RIPAM SINGH RESIDENCE Job Reference (optional) I54651031 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:12 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-rnSR7dX5kypExS2XzG6jtT7xfsQxLonzSEp7JuyUXij NOTES-(11-12) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 153 lb down and 38 lb up at 3-0-0, 118 lb down and 30 lb up at 5-0-0, 118 lb down and 30 lb up at 7-0-0, 118 lb down and 30 lb up at 9-0-0, 118 lb down and 30 lb up at 11-0-0, 118 lb down and 30 lb up at 13-0-0, 118 lb down and 30 lb up at 15-0-0, 118 lb down and 30 lb up at 17-0-0, 118 lb down and 30 lb up at 19-0-0, 118 lb down and 30 lb up at 21-0-0, 118 lb down and 30 lb up at 23-0-0, 118 lb down and 30 lb up at 25-0-0, 118 lb down and 30 lb up at 27-0-0, 118 lb down and 30 lb up at 29-0-0, 118 lb down and 30 lb up at 31-0-0, 118 lb down and 30 lb up at 33-0-0 , 118 lb down and 30 lb up at 35-0-0, 118 lb down and 30 lb up at 37-0-0, and 118 lb down and 30 lb up at 39-0-0, and 153 lb down and 38 lb up at 41-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-12=-60, 12-15=-60, 2-14=-20 Concentrated Loads (lb) Vert: 24=-118(F) 16=-118(F) 25=-153(F) 26=-118(F) 27=-118(F) 28=-118(F) 29=-118(F) 30=-118(F) 31=-118(F) 32=-118(F) 33=-118(F) 34=-118(F) 35=-118(F) 36=-118(F) 37=-118(F) 38=-118(F) 39=-118(F) 40=-118(F) 41=-118(F) 42=-153(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss TG09 Truss Type Half Hip Girder Qty 2 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651032 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:13 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-J_0pLzYkVGx5ZcdjWzdyPhfBSGwA4MX7guYhrKyUXii Scale = 1:16.8 1 2 3 4 7 6 58 4x6 2x4 4x6 2x4 10x10 5x6 1-0-12 1-0-12 3-0-0 1-11-4 -2-3-02-3-0 2-2-02-2-0 3-0-00-10-0 2-0-62-9-14.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-8] 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 0.39 0.30 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 6 5-6 5 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 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals, 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=79(LC 5) Max Uplift 5=-115(LC 5), 7=-172(LC 4) Max Grav 5=594(LC 1), 7=1652(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-463/60, 2-7=-1272/160 WEBS 3-6=-84/606, 3-5=-418/71, 2-6=-45/937 NOTES-(10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 lb uplift at joint 5 and 172 lb uplift at joint 7. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1886 lb down and 96 lb up at 1-0-12, and 76 lb down and 88 lb up at 2-2-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-1886(F) October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss TG10 Truss Type Hip Girder Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651033 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:15 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-GM8ZmeZ_1tBoown6eOfQU6lTM4ULYDSQ8C1nwDyUXig Scale = 1:41.5 1 2 3 4 5 6 7 8 9 10 15 14 13 12 1116171819202122 23 5x8 5x8 5x12 4x6 5x6 2x4 5x12 2x4 3x6 3x8 2x4 5x12 4x6 4-0-0 4-0-0 8-4-9 4-4-9 12-7-7 4-2-13 17-0-0 4-4-9 21-0-0 4-0-0 -2-3-02-3-0 4-0-04-0-0 8-4-94-4-9 12-7-74-2-13 17-0-04-4-9 21-0-04-0-0 23-3-02-3-0 1-0-62-4-61-0-62-4-64.00 12 Plate Offsets (X,Y)-- [2:0-8-11,Edge], [4:0-6-0,0-2-8], [7:0-6-0,0-2-8], [9:0-8-11,Edge], [12:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.69 0.76 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.31 0.05 (loc) 12-14 12-14 9 l/defl >999 >804 n/a L/d 240 180 n/a PLATES MT20 Weight: 94 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-7: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-2-5, Right 2x6 SPF No.2 2-2-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purlins, except 2-0-0 oc purlins (2-9-5 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 9=0-3-8 Max Horz 2=-26(LC 30) Max Uplift 2=-205(LC 4), 9=-212(LC 5) Max Grav 2=1371(LC 1), 9=1398(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2220/252, 4-5=-3196/386, 5-6=-3196/386, 6-7=-3241/395, 7-9=-2272/265 BOT CHORD 2-15=-201/1975, 14-15=-200/1985, 12-14=-351/3241, 11-12=-203/2035, 9-11=-204/2023 WEBS 4-14=-165/1357, 5-14=-278/76, 6-12=-274/81, 7-12=-162/1350 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 205 lb uplift at joint 2 and 212 lb uplift at joint 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. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 110 lb down and 33 lb up at 2-0-12, 82 lb down and 27 lb up at 4-0-12, 82 lb down and 27 lb up at 6-0-12, 82 lb down and 27 lb up at 8-0-12, 82 lb down and 27 lb up at 10-0-12, 82 lb down and 27 lb up at 12-0-12, 82 lb down and 27 lb up at 14-0-12, 82 lb down and 27 lb up at 16-0-12, and 82 lb down and 27 lb up at 16-11-4, and 110 lb down and 33 lb up at 18-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss TG10 Truss Type Hip Girder Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651033 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:15 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-GM8ZmeZ_1tBoown6eOfQU6lTM4ULYDSQ8C1nwDyUXig LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 7-10=-60, 2-9=-20 Concentrated Loads (lb) Vert: 15=-82(B) 11=-82(B) 16=-82(B) 17=-82(B) 18=-82(B) 19=-82(B) 20=-82(B) 21=-82(B) 22=-82(B) 23=-82(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss TG11 Truss Type Roof Special Girder Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651034 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:17 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-ClFKAKbEYVSW2DxUlphuaXqm_t8y06zibWWu_5yUXie Scale = 1:93.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 29 28 27 26 25 24 23 22 21 20 19 18 1730 4x8 6x6 6x6 6x10 6x10 6x8 5x12 5x6 4x6 2x4 4x6 4x6 4x6 4x6 4x8 2x4 3x6 4x6 4x6 4x6 4x6 5x12 5x8 4x6 8x8 5x10 M18AHS 5x6 6-2-5 6-2-5 12-1-3 5-10-13 18-0-0 5-10-13 21-11-7 3-11-7 26-0-9 4-1-3 30-0-0 3-11-7 36-0-0 6-0-0 42-0-0 6-0-0 47-0-0 5-0-0 50-0-0 3-0-0 -2-3-02-3-0 4-8-104-8-10 9-1-124-5-2 13-6-144-5-2 18-0-04-5-2 21-11-73-11-7 26-0-94-1-3 30-0-03-11-7 36-0-06-0-0 42-0-06-0-0 47-0-05-0-0 50-0-03-0-0 52-3-02-3-0 1-0-66-10-133-0-67-0-62-0-66-10-134.00 12 Plate Offsets (X,Y)-- [2:0-0-1,0-3-13], [13:0-8-0,0-3-4], [14:0-5-0,0-1-13], [15:0-2-6,0-4-0], [17:Edge,0-3-8], [18:0-3-8,0-2-8], [19:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.88 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.67 0.16 (loc) 23 23 17 l/defl >999 >890 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 300 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 8-11: 2x4 SPF No.2, 13-14: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 *Except* 2-27,17-21: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 14-19,15-18: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-5-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-2 oc purlins, except end verticals, and 2-0-0 oc purlins (2-9-5 max.): 8-11, 13-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-22 REACTIONS. (size)2=0-3-8, 17=0-3-8 Max Horz 2=80(LC 33) Max Uplift 2=-141(LC 4), 17=-270(LC 5) Max Grav 2=2153(LC 1), 17=2689(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4190/166, 4-6=-4170/164, 6-7=-4269/194, 7-8=-3801/191, 8-9=-3819/187, 9-10=-3819/187, 10-11=-3886/210, 11-12=-4019/218, 12-13=-4848/248, 13-14=-5390/286, 14-15=-2631/197, 15-17=-2577/254 BOT CHORD 2-29=-156/3752, 28-29=-151/4147, 26-28=-110/3909, 24-26=-59/3560, 23-24=-57/3885, 22-23=-68/3741, 20-22=-160/4575, 19-20=-238/5304, 18-19=-147/2473 WEBS 4-29=0/337, 6-29=-307/55, 6-28=-253/92, 7-28=0/362, 7-26=-546/99, 8-26=-15/529, 8-24=-74/649, 9-24=-263/71, 10-24=-275/61, 10-23=-317/119, 11-23=-85/464, 11-22=-13/744, 12-22=-1039/121, 12-20=0/526, 13-20=-805/97, 13-19=-1519/139, 14-19=-172/3281, 14-18=-784/194, 15-18=-164/2779 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift at joint 2 and 270 lb uplift at joint 17. 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) 574 lb down and 135 lb up at 47-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss TG11 Truss Type Roof Special Girder Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651034 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:17 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-ClFKAKbEYVSW2DxUlphuaXqm_t8y06zibWWu_5yUXie 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-60, 8-11=-60, 11-13=-60, 13-14=-60, 14-15=-60, 15-16=-60, 2-17=-20 Concentrated Loads (lb) Vert: 30=-574(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss TG12 Truss Type Half Hip Girder Qty 2 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651035 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:18 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-gxpiOgcsJoaNfNWhJWC76kM2CHgqlklsqAGSWXyUXid Scale = 1:13.4 1 2 3 4 7 6 5 2x4 3x4 2x4 4x6 6x10 3x4 2-11-4 2-11-4 4-8-8 1-9-4 -2-3-02-3-0 2-11-42-11-4 4-8-81-9-4 1-0-62-0-24.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.39 0.07 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 6-7 6-7 5 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 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=63(LC 7) Max Uplift 5=-18(LC 5), 7=-89(LC 4) Max Grav 5=173(LC 1), 7=377(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-351/104 NOTES-(10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 5 and 89 lb uplift at joint 7. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 69 lb down and 27 lb up at 2-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 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=-53(F) October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss TG13 Truss Type Roof Special Girder Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651036 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:20 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-cKxSpMd7rQq5vhg3RxFbB9SFq597DSj9HUlYbQyUXib Scale = 1:91.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 29 28 27 26 25 24 23 22 21 20 19 18 1730 4x8 6x6 6x16 6x10 6x10 5x12 5x6 4x6 2x4 4x6 4x6 4x6 4x6 4x8 6x6 2x4 4x6 4x6 4x6 4x6 4x6 5x12 5x8 4x6 8x8 5x10 M18AHS 4x6 6-10-5 6-10-5 13-5-3 6-6-13 20-0-0 6-6-13 24-0-0 4-0-0 28-0-0 4-0-0 32-8-0 4-8-0 37-4-0 4-8-0 42-0-0 4-8-0 47-0-0 5-0-0 50-0-0 3-0-0 -2-3-02-3-0 5-2-105-2-10 10-1-124-11-2 15-0-144-11-2 20-0-04-11-2 24-0-04-0-0 28-0-04-0-0 32-8-04-8-0 37-4-04-8-0 42-0-04-8-0 47-0-05-0-0 50-0-03-0-0 52-3-02-3-0 1-0-63-0-67-8-62-0-67-8-64.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-13], [15:0-2-6,0-4-0], [17:Edge,0-3-8], [18:0-3-8,0-2-8], [19:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.92 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.62 0.16 (loc) 22 22-23 17 l/defl >999 >960 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 311 lb FT = 20% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 2-27,17-21: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 14-19,15-18: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-8-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-13 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-4 max.): 8-10, 13-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-23 REACTIONS. (size)2=0-3-8, 17=0-3-8 Max Horz 2=88(LC 12) Max Uplift 2=-133(LC 4), 17=-262(LC 5) Max Grav 2=2153(LC 1), 17=2689(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4263/154, 4-6=-4210/148, 6-7=-4186/170, 7-8=-3603/163, 8-9=-3494/169, 9-10=-3494/169, 10-11=-3719/189, 11-12=-4344/208, 12-13=-5020/233, 13-14=-5444/265, 14-15=-2684/187, 15-17=-2575/245 BOT CHORD 2-29=-150/3836, 28-29=-130/4120, 26-28=-80/3799, 24-26=-20/3361, 23-24=-18/3468, 22-23=-83/4078, 20-22=-152/4739, 19-20=-220/5361, 18-19=-141/2553 WEBS 4-29=0/289, 6-28=-342/100, 7-28=0/445, 7-26=-676/105, 8-26=-15/616, 8-24=-71/464, 10-24=-123/279, 10-23=-30/841, 11-23=-953/106, 11-22=-6/663, 12-22=-882/93, 12-20=0/490, 13-20=-719/85, 13-19=-1475/125, 14-19=-162/3231, 14-18=-819/187, 15-18=-156/2864 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 2 and 262 lb uplift at joint 17. 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) 574 lb down and 135 lb up at 47-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss TG13 Truss Type Roof Special Girder Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651036 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:20 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-cKxSpMd7rQq5vhg3RxFbB9SFq597DSj9HUlYbQyUXib 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-60, 8-10=-60, 10-13=-60, 13-14=-60, 14-15=-60, 15-16=-60, 2-17=-20 Concentrated Loads (lb) Vert: 30=-574(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss TG14 Truss Type Half Hip Girder Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651037 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:21 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-4WVq0ielcjyyWrEG_fmqkN_YRUi5y6xIW8U67syUXia Scale = 1:11.6 1 2 3 4 7 6 5 2x4 3x4 2x4 3x4 6x10 3x4 2-0-0 2-0-0 3-9-0 1-9-0 -2-3-02-3-0 2-0-02-0-0 3-9-01-9-0 1-0-61-8-64.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.39 0.04 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 7 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 3-9-0 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=53(LC 5) Max Uplift 5=-21(LC 5), 7=-97(LC 4) Max Grav 5=117(LC 36), 7=352(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-334/107 NOTES-(10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 5 and 97 lb uplift at joint 7. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 44 lb up at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-48(B) October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss TG15 Truss Type Roof Special Girder Qty 1 Ply 2 RIPAM SINGH RESIDENCE Job Reference (optional) I54651038 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:24 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-V5AzfjgdveKXNIzqgnJXM?czoiWr9GKkC6jmkByUXiX Scale = 1:88.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 26 25 24 23 22 21 20 19 18 1727282930313233343536 37 5x8 8x8 4x8 6x16 6x8 4x8 5x10 M18AHS 4x6 2x4 5x12 8x16 10x16 4x6 4x6 4x6 4x6 4x6 4x8 4x8 5x12 2x4 6x8 4x8 5x16 M18AHS 5-4-12 5-4-12 10-6-0 5-1-4 17-0-0 6-6-0 22-5-14 5-5-14 27-9-15 5-4-2 33-2-1 5-4-2 38-6-2 5-4-2 44-0-0 5-5-14 48-0-0 4-0-0 -2-3-02-3-0 5-4-125-4-12 10-6-05-1-4 13-9-03-3-0 17-0-03-3-0 22-5-145-5-14 27-9-155-4-2 33-2-15-4-2 38-6-25-4-2 44-0-05-5-14 48-0-04-0-0 50-3-02-3-0 1-0-62-4-64-6-61-0-62-4-64.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-9], [6:0-6-0,Edge], [12:0-3-8,0-2-0], [13:0-8-12,0-3-0], [15:0-0-12,0-3-5], [18:0-3-8,0-2-8], [19:0-3-8,0-2-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.93 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in -1.10 -2.16 0.21 (loc) 22 21-22 15 l/defl >523 >267 n/a L/d 240 180 n/a PLATES MT20 M18AHS Weight: 582 lb FT = 20% GRIP 169/123 186/179 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 1-5,13-16: 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-25,8-23,9-22,11-21,12-19,13-18: 2x4 SPF No.2 6-23: 2x4 SPF 2100F 1.8E SLIDER Left 2x4 SPF-S Stud 2-9-9, Right 2x4 SPF-S Stud 2-1-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins, except 2-0-0 oc purlins (4-1-11 max.): 7-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 15=0-3-8 Max Horz 2=-53(LC 34) Max Uplift 2=-166(LC 5), 15=-388(LC 5) Max Grav 2=2995(LC 1), 15=3302(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-6175/406, 4-5=-6728/523, 5-6=-6744/523, 6-7=-20639/1750, 7-8=-19106/1598, 8-9=-22093/2009, 9-11=-20642/1970, 11-12=-17677/1745, 12-13=-12896/1309, 13-15=-6694/684 BOT CHORD 2-26=-291/5611, 25-26=-291/5611, 23-25=-792/10590, 22-23=-1947/22093, 21-22=-1908/20642, 19-21=-1683/17677, 18-19=-1247/12895, 17-18=-578/6090, 15-17=-580/6079 WEBS 4-25=-117/1007, 5-25=-272/3817, 6-25=-5706/555, 6-23=-1051/11998, 7-23=-6611/608, 8-23=-3284/449, 8-22=-73/786, 9-22=-83/1541, 9-21=-841/102, 11-21=-239/3148, 11-19=-1360/167, 12-19=-463/5077, 12-18=-2052/252, 13-18=-721/7202 NOTES-(12-13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 23-7 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 lb uplift at joint 2 and 388 lb uplift at joint 15. Continued on page 2 October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss TG15 Truss Type Roof Special Girder Qty 1 Ply 2 RIPAM SINGH RESIDENCE Job Reference (optional) I54651038 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:25 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-zHkLs3hFgySO?SY1DUrmuD98Y6s4ujZuRmSJGdyUXiW NOTES-(12-13) 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1076 lb down and 103 lb up at 21-1-8, 128 lb down and 34 lb up at 21-11-4, 82 lb down and 27 lb up at 23-11-4, 82 lb down and 27 lb up at 25-11-4, 82 lb down and 27 lb up at 27-11-4, 82 lb down and 27 lb up at 29-11-4, 82 lb down and 27 lb up at 31-11-4, 82 lb down and 27 lb up at 33-11-4, 82 lb down and 27 lb up at 35-11-4, 82 lb down and 27 lb up at 37-11-4, 82 lb down and 27 lb up at 39-11-4, 82 lb down and 27 lb up at 41-11-4, and 82 lb down and 27 lb up at 43-11-4, and 110 lb down and 33 lb up at 45-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-7=-60, 7-13=-60, 13-16=-60, 2-15=-20 Concentrated Loads (lb) Vert: 21=-82(B) 17=-82(B) 20=-82(B) 27=-1076(B) 28=-128(B) 29=-82(B) 30=-82(B) 31=-82(B) 32=-82(B) 33=-82(B) 34=-82(B) 35=-82(B) 36=-82(B) 37=-82(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss TG21 Truss Type Half Hip Girder Qty 2 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651039 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:26 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-RUIj3PitRGaFdc7DnCM?RQiPCVQ0dNn1gQCto4yUXiV Scale = 1:11.0 1 2 3 4 7 6 5 4x6 2x4 2x4 2x4 4x6 5x6 2-4-0 2-4-0 3-5-0 1-1-0 -2-3-02-3-0 2-4-02-4-0 3-5-01-1-0 0-11-31-7-63.50 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.05 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6 6-7 5 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 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=48(LC 5) Max Uplift 5=-14(LC 5), 7=-93(LC 4) Max Grav 5=87(LC 36), 7=321(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-296/110 NOTES-(10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 5 and 93 lb uplift at joint 7. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 lb down and 17 lb up at 2-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=13(B) October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss V01 Truss Type Valley Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651040 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:27 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-vgs6HljWCZi6EmiPLvtE_eEe6vj_MpyBu4xQLWyUXiU Scale = 1:30.6 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 3x4 4x6 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 17-11-15 17-11-15 5-4-155-4-15 15-1-79-8-8 17-11-152-10-8 0-0-41-5-61-6-150-8-141-5-63.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.19 0.13 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-12. REACTIONS.All bearings 17-11-1. (lb) - Max Horz 1=16(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 12, 11, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 8 except 12=351(LC 23), 11=341(LC 24), 9=265(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-262/103 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 1-0-14 to 4-0-14, Exterior(2R) 4-0-14 to 9-7-14, Interior(1) 9-7-14 to 10-10-8, Exterior(2R) 10-10-8 to 15-1-7, Exterior(2E) 15-1-7 to 17-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 12, 11, 9, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss V02 Truss Type Valley Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651041 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:28 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-NsQUU5j8ztqyswHcvdOTWrnopJ3F5GMK7khztyyUXiT Scale = 1:27.1 1 2 3 4 5 9 8 7 6 10 11 3x4 4x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 0-0-14 0-0-14 15-11-15 15-11-1 5-4-155-4-15 11-1-75-8-8 15-11-154-10-8 0-0-41-5-61-6-150-0-41-5-63.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.19 0.13 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 16-4-11. (lb) - Max Horz 1=15(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 9, 7, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=334(LC 1), 6=334(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 1-0-14 to 4-0-14, Exterior(2R) 4-0-14 to 12-5-8, Exterior(2E) 12-5-8 to 15-5-8 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 9, 7, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss V03 Truss Type Valley Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651042 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:29 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-r3_siRkmkAypU4soSKvi33KzWjPSqjhTMOQXPPyUXiS Scale = 1:20.5 1 2 3 4 6 5 7 8 3x4 4x6 4x6 3x4 2x4 2x4 0-0-14 0-0-14 12-6-6 12-5-8 5-4-155-4-15 7-1-71-8-8 12-6-65-4-15 0-0-41-5-61-6-150-0-41-5-63.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.20 0.13 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-4-11. (lb) - Max Horz 1=15(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 4, 6, 5 Max Grav All reactions 250 lb or less at joint(s) 1, 4 except 6=295(LC 23), 5=295(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 1-0-14 to 4-0-14, Exterior(2R) 4-0-14 to 8-5-8, Exterior(2E) 8-5-8 to 11-5-8 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 6, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss V04 Truss Type Valley Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651043 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:30 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-KFYEvnlOVU4g5DQ_02QxbGs7W7mQZAydb2A4xryUXiR Scale = 1:15.5 1 2 3 4 2x4 4x6 2x4 2x4 0-0-14 0-0-14 8-6-6 8-5-8 4-3-34-3-3 8-6-64-3-3 0-0-41-2-150-0-43.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.09 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-4-11, 3=8-4-11, 4=8-4-11 Max Horz 1=12(LC 14) Max Uplift 1=-13(LC 6), 3=-14(LC 7) Max Grav 1=122(LC 1), 3=122(LC 1), 4=266(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss V05 Truss Type Valley Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651044 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:31 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-oR5c76m0FoCXjN?BalxA8UPKMW6UIcxmpiveUHyUXiQ Scale: 3/8"=1' 1 2 3 4 5 6 11 10 9 8 7 12 13 3x4 4x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 19-5-8 19-5-8 19-6-4 0-0-12 8-5-108-5-10 11-0-102-7-0 19-6-48-5-10 0-0-42-8-52-9-140-0-42-8-54.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.17 0.10 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-4-12. (lb) - Max Horz 1=-31(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 6, 10, 11, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 10=259(LC 23), 11=356(LC 1), 8=259(LC 24), 7=356(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-11=-265/133, 5-7=-265/133 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-11-5 to 3-11-5, Exterior(2R) 3-11-5 to 15-6-15, Exterior(2E) 15-6-15 to 18-6-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 10, 11, 8, 7. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss V06 Truss Type Valley Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651045 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:32 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-Gef?KSne05LOLXaN8STPghyU4wI614Ew2LfB0jyUXiP Scale = 1:14.0 1 2 3 2x4 3x4 2x4 7-6-4 7-6-4 3-9-23-9-2 7-6-43-9-2 0-0-41-3-10-0-44.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.71 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-6-4, 3=7-6-4 Max Horz 1=12(LC 10) Max Uplift 1=-6(LC 6), 3=-6(LC 7) Max Grav 1=226(LC 1), 3=226(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-286/208, 2-3=-286/208 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss V07 Truss Type Valley Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651046 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:33 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-kqDNXonGnPTFyh9ZhA_eDvUeBKoXmXc3H?OkYAyUXiO Scale = 1:17.4 1 2 3 4 5 6 3x4 4x6 3x4 2x4 9-6-4 9-6-4 4-9-24-9-2 9-6-44-9-2 0-0-41-7-10-0-44.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.28 0.12 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-6-4, 3=9-6-4, 4=9-6-4 Max Horz 1=16(LC 10) Max Uplift 1=-10(LC 6), 3=-12(LC 11) Max Grav 1=134(LC 23), 3=134(LC 24), 4=354(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-11-5 to 3-11-5, Exterior(2R) 3-11-5 to 5-6-15, Exterior(2E) 5-6-15 to 8-6-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss V08 Truss Type Valley Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651047 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:34 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-C0nll8ovYjb6arklFtVtm61l2k5cVzbDVf8I5cyUXiN Scale = 1:18.3 1 2 3 4 5 6 3x6 4x6 3x6 2x4 0-0-12 0-0-12 11-6-4 11-5-8 5-9-25-9-2 11-6-45-9-2 0-0-41-11-10-0-44.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.20 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=11-4-12, 3=11-4-12, 4=11-4-12 Max Horz 1=20(LC 14) Max Uplift 1=-13(LC 6), 3=-15(LC 11) Max Grav 1=169(LC 23), 3=169(LC 24), 4=446(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-278/164 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-11-5 to 3-11-5, Exterior(2R) 3-11-5 to 7-6-15, Exterior(2E) 7-6-15 to 10-6-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss V09 Truss Type Valley Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651048 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:35 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-gDL7yUpXJ0jzC?Jypb06IKa0G8QUER_MkJtrd2yUXiM Scale = 1:10.4 1 2 3 2x4 3x4 2x4 5-6-4 5-6-4 2-9-22-9-2 5-6-42-9-2 0-0-40-11-10-0-44.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.28 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-6-4, 3=5-6-4 Max Horz 1=-8(LC 15) Max Uplift 1=-4(LC 6), 3=-4(LC 7) Max Grav 1=146(LC 1), 3=146(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss V10 Truss Type Valley Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651049 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:36 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-8PvVAqq94Krqq8u8NIXLrX6A5XpkztBVzzdP9VyUXiL Scale = 1:38.7 1 2 3 4 5 6 7 13 12 1110 9 8 14 15 3x4 4x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-12 0-0-12 23-6-4 23-5-8 8-5-108-5-10 15-0-106-7-0 23-6-48-5-10 0-0-42-8-52-9-140-0-42-8-54.00 12 Plate Offsets (X,Y)-- [11:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.17 0.09 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-4-12. (lb) - Max Horz 1=-31(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 9, 10, 12, 8, 13 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 9=273(LC 1), 10=286(LC 23), 12=273(LC 1), 8=354(LC 24), 13=354(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-8=-264/116, 2-13=-264/116 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-11-5 to 3-11-5, Exterior(2R) 3-11-5 to 19-6-15, Exterior(2E) 19-6-15 to 22-6-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 10, 12, 8, 13. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss V11 Truss Type Valley Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651050 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:38 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-5n1GbWrPcx5Y3S2XUjZpwyBWZLV7RnZoQH6VENyUXiJ Scale = 1:45.4 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 3x4 4x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-12 0-0-12 27-6-4 27-5-8 8-5-108-5-10 19-0-1010-7-0 27-6-48-5-10 0-0-42-8-52-9-140-0-42-8-54.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.18 0.10 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10,8-9. REACTIONS.All bearings 27-4-12. (lb) - Max Horz 1=-31(LC 15) Max Uplift All uplift 100 lb or less at joint(s) 10, 11, 13, 14, 9, 15 Max Grav All reactions 250 lb or less at joint(s) 1, 8, 14 except 10=293(LC 24), 11=345(LC 23), 13=281(LC 24), 9=351(LC 24), 15=357(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-11=-262/83, 7-9=-262/112, 2-15=-266/113 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-11-5 to 3-11-5, Exterior(2R) 3-11-5 to 12-8-8, Interior(1) 12-8-8 to 14-9-11, Exterior(2R) 14-9-11 to 23-6-15, Exterior(2E) 23-6-15 to 26-6-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 11, 13, 14, 9, 15. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss V12 Truss Type Valley Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651051 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:39 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-Z_aeoss1NFDPhcdj2R52T9khHlrMAEryfxr3mqyUXiI Scale = 1:52.0 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 3x4 4x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-12 0-0-12 31-6-4 31-5-8 8-5-108-5-10 23-0-1014-7-0 31-6-48-5-10 0-0-42-8-52-9-140-0-42-8-54.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.18 0.10 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-17,16-17. REACTIONS.All bearings 31-4-12. (lb) - Max Horz 1=31(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 16, 17, 15, 13, 12, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 11 except 16=296(LC 23), 17=350(LC 23), 15=333(LC 24), 13=328(LC 1), 12=284(LC 23), 10=357(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-17=-262/113, 4-15=-253/81, 8-10=-266/114 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-11-5 to 4-3-14, Exterior(2R) 4-3-14 to 12-10-14, Interior(1) 12-10-14 to 18-7-5, Exterior(2R) 18-7-5 to 27-2-6, Exterior(2E) 27-2-6 to 30-6-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 17, 15, 13, 12, 11, 10. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss V13 Truss Type Valley Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651052 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:40 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-1A80?Btf8ZLFImBvc8cH?NHs39AgviM5ubbcIGyUXiH Scale = 1:18.1 1 2 3 4 6 5 2x4 4x6 4x6 2x4 2x4 2x4 0-0-12 0-0-12 11-0-14 11-0-2 3-6-73-6-7 7-6-74-0-0 11-0-143-6-7 0-0-41-0-91-2-20-0-41-0-94.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.18 0.09 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-11-6. (lb) - Max Horz 1=10(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 4, 6, 5 Max Grav All reactions 250 lb or less at joint(s) 1, 4 except 6=301(LC 23), 5=301(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-11-5 to 3-6-7, Exterior(2R) 3-6-7 to 7-6-7, Exterior(2E) 7-6-7 to 10-1-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 6, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21103492 Truss V14 Truss Type Valley Qty 1 Ply 1 RIPAM SINGH RESIDENCE Job Reference (optional) I54651053 8.530 s Aug 11 2022 MiTek Industries, Inc. Tue Oct 11 08:51:42 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:egTzcEvMQdEXrzF8g8b977yCuyD-zZGnQtuwgAbzY3LIjZel4oMC?ys3NclOLv4jN8yUXiF Scale = 1:24.7 1 2 3 4 5 8 7 6 9 10 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 15-5-8 15-5-8 15-6-4 0-0-12 7-9-27-9-2 15-6-47-9-2 0-0-42-7-10-0-44.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.15 0.10 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-4-12. (lb) - Max Horz 1=28(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=293(LC 1), 8=324(LC 23), 6=324(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-11-5 to 3-9-2, Interior(1) 3-9-2 to 4-9-2, Exterior(2R) 4-9-2 to 10-9-2, Interior(1) 10-9-2 to 11-6-15, Exterior(2E) 11-6-15 to 14-6-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). October 12,2022 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