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HomeMy WebLinkAboutTruss Plans (2)16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). August 22,2022 Garcia, Juan Pages or sheets covered by this seal: I53757336 thru I53757380 My license renewal date for the state of Indiana is July 31, 2024. J22205840 ONYX+EAST - MELANGE B2 - 3RD FLOOR 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 J22205840 Truss BK01 Truss Type Floor Blocking Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757336 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:08 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-TugOrmts2J8g?knP1aS2Wdcpmzixn5ueoxpVjLymLRv Scale = 1:9.612 4 3 5 2x4 3x4 2x4 3x4 1-3-7 1-3-7 1-0-7 1-4-01-4-0Plate Offsets (X,Y)-- [2:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.33 0.06 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 4 4 3 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 8 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=Mechanical Max Uplift 4=-247(LC 6), 3=-247(LC 7) Max Grav 4=388(LC 5), 3=388(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-379/256, 2-3=-327/0, 1-2=-261/261 BOT CHORD 3-4=-261/261 WEBS 1-3=-419/419 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=247, 3=247. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) This truss has been designed for a total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-3-7 for 250.1 plf. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-196 2) Dead + Floor Live (balanced) + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-180 Drag: 3-4=-188, 1-2=188 3) Dead + Floor Live (balanced) + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 2 August 22,2022 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 J22205840 Truss BK01 Truss Type Floor Blocking Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757336 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:08 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-TugOrmts2J8g?knP1aS2Wdcpmzixn5ueoxpVjLymLRv LOAD CASE(S) Standard Uniform Loads (plf) Vert: 3-4=-16, 1-2=-180 Drag: 3-4=188, 1-2=-188 4) Dead-Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Drag: 3-4=-250, 1-2=250 5) Dead-Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Drag: 3-4=250, 1-2=-250 6) 0.6 Dead-Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-79 Drag: 3-4=-250, 1-2=250 7) 0.6 Dead-Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-79 Drag: 3-4=250, 1-2=-250 8) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Concentrated Loads (lb) Vert: 1=-250 9) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Concentrated Loads (lb) Vert: 5=-250 10) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Concentrated Loads (lb) Vert: 2=-250 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J22205840 Truss BK02 Truss Type Floor Blocking Qty 28 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757337 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:08 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-TugOrmts2J8g?knP1aS2Wdcpeziwn5teoxpVjLymLRv Scale = 1:9.612 4 3 5 2x4 3x4 2x4 3x4 1-3-11 1-3-11 1-0-11 1-4-01-4-0Plate Offsets (X,Y)-- [2:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.33 0.06 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 4 4 3 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 8 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=Mechanical Max Uplift 4=-246(LC 6), 3=-246(LC 7) Max Grav 4=390(LC 5), 3=390(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-380/255, 2-3=-328/0, 1-2=-266/266 BOT CHORD 3-4=-266/266 WEBS 1-3=-423/423 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=246, 3=246. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) This truss has been designed for a total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-3-11 for 250.1 plf. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-196 2) Dead + Floor Live (balanced) + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-180 Drag: 3-4=-188, 1-2=188 3) Dead + Floor Live (balanced) + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 2 August 22,2022 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 J22205840 Truss BK02 Truss Type Floor Blocking Qty 28 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757337 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:08 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-TugOrmts2J8g?knP1aS2Wdcpeziwn5teoxpVjLymLRv LOAD CASE(S) Standard Uniform Loads (plf) Vert: 3-4=-16, 1-2=-180 Drag: 3-4=188, 1-2=-188 4) Dead-Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Drag: 3-4=-250, 1-2=250 5) Dead-Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Drag: 3-4=250, 1-2=-250 6) 0.6 Dead-Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-79 Drag: 3-4=-250, 1-2=250 7) 0.6 Dead-Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-79 Drag: 3-4=250, 1-2=-250 8) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Concentrated Loads (lb) Vert: 1=-250 9) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Concentrated Loads (lb) Vert: 5=-250 10) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Concentrated Loads (lb) Vert: 2=-250 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J22205840 Truss BK03 Truss Type Floor Blocking Qty 6 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757338 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:09 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-x4En26tUpdGXduMbbIzH2r9_LN29WY7n1bZ2FnymLRu Scale = 1:9.612 4 3 5 2x4 3x4 3x4 2x4 1-3-12 1-3-12 1-0-12 1-4-01-4-0Plate Offsets (X,Y)-- [2:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.34 0.06 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 4 4 3 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 8 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=Mechanical Max Uplift 4=-246(LC 6), 3=-246(LC 7) Max Grav 4=390(LC 5), 3=390(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-380/255, 2-3=-328/0, 1-2=-267/267 BOT CHORD 3-4=-267/267 WEBS 1-3=-424/424 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=246, 3=246. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) This truss has been designed for a total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-3-12 for 250.0 plf. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-196 2) Dead + Floor Live (balanced) + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-180 Drag: 3-4=-188, 1-2=188 3) Dead + Floor Live (balanced) + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 2 August 22,2022 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 J22205840 Truss BK03 Truss Type Floor Blocking Qty 6 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757338 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:09 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-x4En26tUpdGXduMbbIzH2r9_LN29WY7n1bZ2FnymLRu LOAD CASE(S) Standard Uniform Loads (plf) Vert: 3-4=-16, 1-2=-180 Drag: 3-4=188, 1-2=-188 4) Dead-Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Drag: 3-4=-250, 1-2=250 5) Dead-Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Drag: 3-4=250, 1-2=-250 6) 0.6 Dead-Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-79 Drag: 3-4=-250, 1-2=250 7) 0.6 Dead-Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-79 Drag: 3-4=250, 1-2=-250 8) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Concentrated Loads (lb) Vert: 1=-250 9) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Concentrated Loads (lb) Vert: 5=-250 10) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Concentrated Loads (lb) Vert: 2=-250 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J22205840 Truss BK04 Truss Type Floor Blocking Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757339 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:09 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-x4En26tUpdGXduMbbIzH2r9?NN2IWYHn1bZ2FnymLRu Scale = 1:9.612 4 3 5 2x4 3x4 2x4 3x4 1-1-11 1-1-11 0-10-11 1-4-01-4-0Plate Offsets (X,Y)-- [2:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.27 0.05 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 4 4 3 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 8 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-1-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=Mechanical Max Uplift 4=-254(LC 6), 3=-254(LC 7) Max Grav 4=377(LC 5), 3=377(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-369/262, 2-3=-317/0 WEBS 1-3=-395/395 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=254, 3=254. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) This truss has been designed for a total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-1-11 for 250.0 plf. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-196 2) Dead + Floor Live (balanced) + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-180 Drag: 3-4=-188, 1-2=188 3) Dead + Floor Live (balanced) + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-180 Drag: 3-4=188, 1-2=-188 Continued on page 2 August 22,2022 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 J22205840 Truss BK04 Truss Type Floor Blocking Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757339 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:09 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-x4En26tUpdGXduMbbIzH2r9?NN2IWYHn1bZ2FnymLRu LOAD CASE(S) Standard 4) Dead-Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Drag: 3-4=-250, 1-2=250 5) Dead-Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Drag: 3-4=250, 1-2=-250 6) 0.6 Dead-Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-79 Drag: 3-4=-250, 1-2=250 7) 0.6 Dead-Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-79 Drag: 3-4=250, 1-2=-250 8) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Concentrated Loads (lb) Vert: 1=-250 9) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Concentrated Loads (lb) Vert: 5=-250 10) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Concentrated Loads (lb) Vert: 2=-250 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J22205840 Truss BK05 Truss Type Floor Blocking Qty 4 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757340 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:10 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-QHo9GSu6awOOF2wo8?UWb2h83nNFF?CxFFIboEymLRt Scale = 1:9.512 4 3 5 2x4 3x4 2x4 3x4 1-5-11 1-5-11 1-2-11 1-4-01-4-0Plate Offsets (X,Y)-- [2:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.40 0.07 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 4 3-4 3 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 9 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=Mechanical Max Uplift 4=-238(LC 6), 3=-238(LC 7) Max Grav 4=402(LC 5), 3=402(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-391/249, 2-3=-339/0, 1-2=-304/304 BOT CHORD 3-4=-304/304 WEBS 1-3=-453/453 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=238, 3=238. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) This truss has been designed for a total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-5-11 for 250.0 plf. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-196 2) Dead + Floor Live (balanced) + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-180 Drag: 3-4=-188, 1-2=188 3) Dead + Floor Live (balanced) + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 2 August 22,2022 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 J22205840 Truss BK05 Truss Type Floor Blocking Qty 4 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757340 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:10 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-QHo9GSu6awOOF2wo8?UWb2h83nNFF?CxFFIboEymLRt LOAD CASE(S) Standard Uniform Loads (plf) Vert: 3-4=-16, 1-2=-180 Drag: 3-4=188, 1-2=-188 4) Dead-Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Drag: 3-4=-250, 1-2=250 5) Dead-Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Drag: 3-4=250, 1-2=-250 6) 0.6 Dead-Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-79 Drag: 3-4=-250, 1-2=250 7) 0.6 Dead-Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-79 Drag: 3-4=250, 1-2=-250 8) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Concentrated Loads (lb) Vert: 1=-250 9) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Concentrated Loads (lb) Vert: 5=-250 10) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Concentrated Loads (lb) Vert: 2=-250 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J22205840 Truss BK06 Truss Type Floor Blocking Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757341 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:11 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-uTMXTovkLEXFsCV_ii?l7GEMJBkq_Ss4Uv29KgymLRs Scale = 1:9.612 4 3 5 2x4 3x4 2x4 3x4 1-0-12 1-0-12 0-9-12 1-4-01-4-0Plate Offsets (X,Y)-- [2:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.24 0.05 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 4 4 3 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 8 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=Mechanical Max Uplift 4=-257(LC 6), 3=-257(LC 7) Max Grav 4=371(LC 5), 3=371(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-364/265, 2-3=-312/0 WEBS 1-3=-382/382 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=257, 3=257. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) This truss has been designed for a total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-0-12 for 250.0 plf. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-196 2) Dead + Floor Live (balanced) + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-180 Drag: 3-4=-188, 1-2=188 3) Dead + Floor Live (balanced) + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-180 Drag: 3-4=188, 1-2=-188 Continued on page 2 August 22,2022 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 J22205840 Truss BK06 Truss Type Floor Blocking Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757341 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:11 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-uTMXTovkLEXFsCV_ii?l7GEMJBkq_Ss4Uv29KgymLRs LOAD CASE(S) Standard 4) Dead-Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Drag: 3-4=-250, 1-2=250 5) Dead-Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Drag: 3-4=250, 1-2=-250 6) 0.6 Dead-Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-79 Drag: 3-4=-250, 1-2=250 7) 0.6 Dead-Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-79 Drag: 3-4=250, 1-2=-250 8) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Concentrated Loads (lb) Vert: 1=-250 9) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Concentrated Loads (lb) Vert: 5=-250 10) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Concentrated Loads (lb) Vert: 2=-250 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J22205840 Truss BK07 Truss Type Floor Blocking Qty 4 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757342 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:12 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-Mfvvg8wM6Yf6UM4AGQW_gTnV6a2njvoEjZnis6ymLRr Scale = 1:9.512 4 3 5 2x4 3x4 2x4 3x4 1-4-11 1-4-11 1-1-11 1-4-01-4-0Plate Offsets (X,Y)-- [2:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.37 0.07 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 4 3-4 3 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 9 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=Mechanical Max Uplift 4=-242(LC 6), 3=-242(LC 7) Max Grav 4=396(LC 5), 3=396(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-386/252, 2-3=-334/0, 1-2=-285/285 BOT CHORD 3-4=-285/285 WEBS 1-3=-437/437 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=242, 3=242. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) This truss has been designed for a total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-4-11 for 250.0 plf. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-196 2) Dead + Floor Live (balanced) + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-180 Drag: 3-4=-188, 1-2=188 3) Dead + Floor Live (balanced) + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 2 August 22,2022 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 J22205840 Truss BK07 Truss Type Floor Blocking Qty 4 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757342 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:12 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-Mfvvg8wM6Yf6UM4AGQW_gTnV6a2njvoEjZnis6ymLRr LOAD CASE(S) Standard Uniform Loads (plf) Vert: 3-4=-16, 1-2=-180 Drag: 3-4=188, 1-2=-188 4) Dead-Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Drag: 3-4=-250, 1-2=250 5) Dead-Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Drag: 3-4=250, 1-2=-250 6) 0.6 Dead-Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-79 Drag: 3-4=-250, 1-2=250 7) 0.6 Dead-Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-79 Drag: 3-4=250, 1-2=-250 8) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Concentrated Loads (lb) Vert: 1=-250 9) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Concentrated Loads (lb) Vert: 5=-250 10) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Concentrated Loads (lb) Vert: 2=-250 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J22205840 Truss BK08 Truss Type Floor Blocking Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757343 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:12 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-Mfvvg8wM6Yf6UM4AGQW_gTnUha2kjvkEjZnis6ymLRr Scale = 1:9.512 4 3 5 2x4 3x4 2x4 3x4 1-5-7 1-5-7 1-2-7 1-4-01-4-0Plate Offsets (X,Y)-- [2:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.39 0.07 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 4 3-4 3 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 9 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=Mechanical Max Uplift 4=-239(LC 6), 3=-239(LC 7) Max Grav 4=400(LC 5), 3=400(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-390/249, 2-3=-338/0, 1-2=-299/299 BOT CHORD 3-4=-299/299 WEBS 1-3=-449/449 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=239, 3=239. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) This truss has been designed for a total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-5-7 for 250.0 plf. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-196 2) Dead + Floor Live (balanced) + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-180 Drag: 3-4=-188, 1-2=188 3) Dead + Floor Live (balanced) + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 2 August 22,2022 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 J22205840 Truss BK08 Truss Type Floor Blocking Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757343 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:12 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-Mfvvg8wM6Yf6UM4AGQW_gTnUha2kjvkEjZnis6ymLRr LOAD CASE(S) Standard Uniform Loads (plf) Vert: 3-4=-16, 1-2=-180 Drag: 3-4=188, 1-2=-188 4) Dead-Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Drag: 3-4=-250, 1-2=250 5) Dead-Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Drag: 3-4=250, 1-2=-250 6) 0.6 Dead-Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-79 Drag: 3-4=-250, 1-2=250 7) 0.6 Dead-Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-79 Drag: 3-4=250, 1-2=-250 8) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Concentrated Loads (lb) Vert: 1=-250 9) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Concentrated Loads (lb) Vert: 5=-250 10) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Concentrated Loads (lb) Vert: 2=-250 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J22205840 Truss BK09 Truss Type Floor Blocking Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757344 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:13 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-qsTHuUx_trnz6WfMq72DCgJjn_PSSNVNyDXGOZymLRq Scale = 1:9.612 4 3 5 2x4 3x4 2x4 3x4 0-10-9 0-10-9 0-7-9 1-4-01-4-0Plate Offsets (X,Y)-- [2:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.18 0.04 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 4 4 3 l/defl **** >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 7 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 0-10-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=Mechanical Max Uplift 4=-266(LC 6), 3=-266(LC 7) Max Grav 4=358(LC 5), 3=358(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-352/272, 2-3=-300/0 WEBS 1-3=-356/356 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=266, 3=266. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) This truss has been designed for a total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 0-10-9 for 250.0 plf. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-196 2) Dead + Floor Live (balanced) + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-180 Drag: 3-4=-188, 1-2=188 3) Dead + Floor Live (balanced) + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-180 Drag: 3-4=188, 1-2=-188 Continued on page 2 August 22,2022 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 J22205840 Truss BK09 Truss Type Floor Blocking Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757344 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:13 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-qsTHuUx_trnz6WfMq72DCgJjn_PSSNVNyDXGOZymLRq LOAD CASE(S) Standard 4) Dead-Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Drag: 3-4=-250, 1-2=250 5) Dead-Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Drag: 3-4=250, 1-2=-250 6) 0.6 Dead-Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-79 Drag: 3-4=-250, 1-2=250 7) 0.6 Dead-Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-79 Drag: 3-4=250, 1-2=-250 8) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Concentrated Loads (lb) Vert: 1=-250 9) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Concentrated Loads (lb) Vert: 5=-250 10) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 3-4=-16, 1-2=-132 Concentrated Loads (lb) Vert: 2=-250 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J22205840 Truss F09 Truss Type FLOOR Qty 47 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757345 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:14 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-I21g5qxde9vqjfEZNrZSluslFOWEBilWAtGpx?ymLRp Scale = 1:36.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 33 34 35 36 37 38 3x16 M18AHS FP 3x6 3x4 2x4 2x4 3x6 FP 4x6 2x4 2x4 3x4 4x10 4x8 4x6 4x6 4x6 2x4 4x6 4x6 4x8 4x6 4x6 4x6 2x4 3x4 3x4 3x4 3x4 2-10-8 2-10-8 8-0-0 5-1-8 8-1-8 0-1-8 9-1-4 0-11-12 10-1-0 0-11-12 11-5-8 1-4-8 13-11-8 2-6-0 19-1-0 5-1-8 21-10-0 2-9-0 1-3-0 1-11-8 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [6:0-1-8,Edge], [7:0-1-8,Edge], [14:0-1-8,Edge], [15:Edge,0-1-8], [20:0-1-8,0-0-0], [21:0-1-8,Edge], [25:Edge,0-1-8], [26:0-1-8,0-1-8], [27:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.71 0.96 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.80 0.11 (loc) 19-20 19-20 15 l/defl >680 >321 n/a L/d 480 240 n/a PLATES MT20 M18AHS Weight: 107 lb FT = 20%F, 11%E GRIP 197/144 186/179 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 20-21,19-20. REACTIONS. (size)25=0-5-8, 15=0-5-8 Max Grav 25=1198(LC 1), 15=1198(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-263/27, 14-15=-262/31, 2-3=-2322/0, 3-4=-3936/0, 4-5=-3936/0, 5-6=-5167/0, 6-7=-5167/0, 7-8=-5304/0, 8-9=-4911/0, 9-11=-3918/0, 11-12=-3918/0, 12-13=-2270/0 BOT CHORD 24-25=0/1363, 23-24=0/3216, 21-23=0/4544, 20-21=0/5167, 19-20=0/5167, 18-19=0/5270, 17-18=0/4523, 16-17=0/3187, 15-16=0/1305 WEBS 6-21=-430/0, 7-20=-306/28, 2-25=-1777/0, 2-24=0/1334, 3-24=-1244/0, 3-23=0/978, 4-23=-277/33, 5-23=-826/0, 5-21=0/1037, 13-15=-1735/0, 13-16=0/1341, 12-16=-1276/0, 12-17=0/994, 11-17=-271/47, 9-17=-822/0, 9-18=0/539, 8-18=-499/0, 8-19=-144/277, 7-19=-234/426 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. August 22,2022 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 J22205840 Truss F09A Truss Type FLOOR Qty 7 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757346 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:16 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-ER9QWVztAm9YzzOxVGbwqJx5iCCcfbApeBlw?tymLRn Scale = 1:35.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 33 34 35 36 37 3x16 M18AHS FP 2x4 2x4 3x4 3x6 FP 4x6 2x4 2x4 3x4 4x6 4x6 4x6 4x6 4x6 2x4 4x6 4x6 4x8 4x6 4x6 4x6 2x4 3x4 3x4 3x4 3x4 -0-3-8 0-3-8 2-7-0 2-7-0 7-8-8 5-1-8 7-10-0 0-1-8 8-9-12 0-11-12 9-9-8 0-11-12 11-2-0 1-4-8 13-8-0 2-6-0 18-9-8 5-1-8 21-6-8 2-9-0 1-1-0 1-3-0 1-11-8 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [6:0-1-8,Edge], [7:0-1-8,Edge], [14:0-1-8,Edge], [15:Edge,0-1-8], [20:0-1-8,0-0-0], [21:0-1-8,Edge], [26:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.71 0.97 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.78 0.10 (loc) 19-20 19-20 15 l/defl >689 >326 n/a L/d 480 240 n/a PLATES MT20 M18AHS Weight: 106 lb FT = 20%F, 11%E GRIP 197/144 186/179 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 20-21,19-20. REACTIONS. (size)25=Mechanical, 15=0-5-8 Max Grav 25=1192(LC 1), 15=1186(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 14-15=-262/31, 2-3=-2122/0, 3-4=-3763/0, 4-5=-3763/0, 5-6=-5034/0, 6-7=-5034/0, 7-8=-5195/0, 8-9=-4829/0, 9-11=-3864/0, 11-12=-3864/0, 12-13=-2242/0, 1-25=-258/39 BOT CHORD 24-25=0/1152, 23-24=0/3030, 21-23=0/4386, 20-21=0/5034, 19-20=0/5034, 18-19=0/5176, 17-18=0/4454, 16-17=0/3146, 15-16=0/1291 WEBS 6-21=-438/0, 7-20=-315/20, 2-25=-1629/0, 2-24=0/1350, 3-24=-1262/0, 3-23=0/997, 4-23=-279/30, 5-23=-846/0, 5-21=0/1059, 13-15=-1716/0, 13-16=0/1323, 12-16=-1258/0, 12-17=0/975, 11-17=-271/46, 9-17=-803/0, 9-18=0/521, 8-18=-483/0, 8-19=-155/259, 7-19=-206/448 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. August 22,2022 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 J22205840 Truss F10 Truss Type Floor Qty 3 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757347 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:17 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-idjokr_Vx4HPa7z83z69NWUE0bb_O8UzsrVTXKymLRm Scale = 1:20.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 3x4 3x6 3x4 3x4 2x4 2x4 3x4 3x12 3x4 3x4 3x4 3x6 2x4 3x4 2x4 4x6 4x6 8-1-8 8-1-8 9-1-4 0-11-12 10-1-0 0-11-12 12-3-0 2-2-0 1-3-0 1-11-8 0-5-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [6:0-1-8,Edge], [7:0-1-8,Edge], [12:0-1-8,0-0-0], [13:0-1-8,Edge], [17:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.87 0.83 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.39 0.02 (loc) 13-14 13-14 10 l/defl >780 >369 n/a L/d 480 240 n/a PLATES MT20 Weight: 61 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=Mechanical, 16=0-3-8 Max Grav 10=668(LC 1), 16=662(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-262/27, 9-10=-559/0, 2-3=-1121/0, 3-4=-1656/0, 4-5=-1656/0, 5-6=-1237/0, 6-7=-1237/0 BOT CHORD 15-16=0/719, 14-15=0/1499, 13-14=0/1622, 12-13=0/1237, 11-12=0/1237 WEBS 7-12=0/397, 2-16=-937/0, 2-15=0/558, 3-15=-526/0, 3-14=-63/325, 5-13=-565/0, 7-11=-1346/0, 8-11=-173/251, 9-11=0/552 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. August 22,2022 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 J22205840 Truss F11 Truss Type FLOOR Qty 10 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757348 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:18 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-BpHAxB_7hOPGCHYKchdOvk1SE?uV7ZQ65VE14mymLRl Scale = 1:21.0 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 6x6 3x6 3x4 2x4 4x6 3x6 2x4 3x6 4x6 3x12 3x6 3x6 3x4 5x8 2x4 3x4 6x6 2x4 2-10-8 2-10-8 8-0-0 5-1-8 8-1-8 0-1-8 9-1-4 0-11-12 10-1-0 0-11-12 10-2-8 0-1-8 12-7-0 2-4-8 1-3-0 1-11-8 0-9-0 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [6:0-1-8,Edge], [7:0-1-8,Edge], [9:0-1-8,Edge], [12:0-3-0,0-0-0], [17:0-1-8,0-1-8], [18:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.65 0.94 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.27 0.03 (loc) 13-14 13-14 10 l/defl >999 >550 n/a L/d 480 240 n/a PLATES MT20 Weight: 68 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 16=0-3-8 Max Grav 10=851(LC 1), 16=851(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-265/24, 9-10=-743/0, 2-3=-1460/0, 3-4=-2279/0, 4-5=-2275/0, 5-6=-1811/0, 6-7=-1811/0, 7-8=-555/0, 8-9=-555/0 BOT CHORD 15-16=0/931, 14-15=0/1989, 13-14=0/2193, 12-13=0/1811, 11-12=0/1811 WEBS 7-12=0/691, 2-16=-1213/0, 2-15=0/735, 3-15=-735/0, 3-14=0/428, 4-14=-261/52, 5-14=-69/270, 5-13=-547/0, 7-11=-1634/0, 9-11=0/848 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. August 22,2022 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 J22205840 Truss F11A Truss Type Floor Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757349 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:18 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-BpHAxB_7hOPGCHYKchdOvk1RG?y87cq65VE14mymLRl Scale = 1:25.7 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 3x6 3x6 2x4 2x4 3x12 3x6 2x4 4x6 4x6 8-1-8 8-1-8 9-1-4 0-11-12 10-1-0 0-11-12 12-5-4 2-4-4 15-8-8 3-3-4 1-3-0 1-11-8 0-10-4 0-4-12 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [6:0-1-8,Edge], [7:0-1-8,Edge], [15:0-1-8,0-0-0], [16:0-1-8,Edge], [20:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2006/TPI2002 CSI. TC BC WB Matrix-S 0.71 0.64 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.27 0.02 (loc) 16-17 16-17 11 l/defl >855 >550 n/a L/d 360 240 n/a PLATES MT20 Weight: 77 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=Mechanical, 13=0-3-8, 19=0-3-8 Max Grav 11=308(LC 4), 13=529(LC 1), 19=564(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-975/0, 3-4=-1488/0, 4-5=-1488/0, 5-6=-1291/0, 6-7=-1291/0, 7-8=-712/0, 8-9=-396/0 BOT CHORD 18-19=0/622, 17-18=0/1321, 16-17=0/1515, 15-16=0/1291, 14-15=0/1291, 13-14=0/443, 12-13=0/442, 11-12=0/302 WEBS 7-15=0/273, 8-13=-476/0, 2-19=-810/0, 2-18=0/492, 3-18=-482/0, 5-16=-310/0, 7-14=-871/0, 8-14=0/525, 9-11=-402/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. August 22,2022 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 J22205840 Truss F12 Truss Type Floor Qty 3 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757350 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:19 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-f0rZ9X?lShX7qR6WAO8dSxZd9PFXs3MGK9_acCymLRk Scale = 1:17.3 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 3x4 3x4 3x6 4x6 4x6 3x4 3x4 3x4 2x4 3x4 2x4 3x4 3-3-0 3-3-0 9-5-0 6-2-0 0-6-0 1-3-0 1-11-8 1-2-8 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-1-8,Edge], [5:0-1-8,Edge], [8:0-1-8,0-0-0], [9:0-1-8,Edge], [12:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.70 0.89 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.28 0.01 (loc) 9-10 9-10 7 l/defl >819 >394 n/a L/d 480 240 n/a PLATES MT20 Weight: 45 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=0-3-3, 7=0-3-3 Max Grav 12=513(LC 1), 7=513(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-498/0, 2-3=-883/0, 3-4=-739/0, 4-5=-739/0 BOT CHORD 10-11=0/669, 9-10=0/984, 8-9=0/739, 7-8=0/739 WEBS 1-11=0/484, 2-11=-621/0, 2-10=0/353, 3-9=-440/0, 5-7=-977/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. August 22,2022 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 J22205840 Truss F13 Truss Type Floor Qty 3 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757351 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:20 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-7COxMt0ND?fzRahjk5gs?96uZpm_bYXPZpj78fymLRj Scale = 1:11.6 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 16 2x4 3x6 2x4 2x4 3x6 2x4 3x4 3x4 3x4 2x4 3x4 2x4 2-9-0 2-9-0 6-2-10 3-5-10 1-3-0 0-5-10 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [3:0-1-8,Edge], [4:0-1-8,0-0-0], [6:0-1-8,Edge], [8:0-1-8,Edge], [9:0-1-8,Edge], [11:0-1-8,0-1-0], [12:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.27 0.17 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 32 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-3, 7=0-3-3 Max Grav 10=389(LC 7), 7=389(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-267/5, 6-7=-267/5, 2-3=-461/0, 3-4=-461/0, 4-5=-461/0 BOT CHORD 9-10=0/339, 8-9=0/461, 7-8=0/339 WEBS 5-7=-450/0, 2-10=-450/0, 5-8=-17/286, 2-9=-17/286 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. August 22,2022 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 J22205840 Truss F14 Truss Type Floor Qty 38 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757352 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:21 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-bOyJZD10_Jnq3kGvIpB5XMe_RDviKueYnTThg5ymLRi Scale = 1:32.9 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 29 30 31 32 33 34 3x16 M18AHS FP 2x4 3x6 2x4 2x4 2x4 3x6 FP 2x4 2x4 4x6 4x6 3x6 4x6 4x6 3x6 2x4 2-9-0 2-9-0 5-3-0 2-6-0 6-7-8 1-4-8 7-4-4 0-8-12 8-1-0 0-8-12 9-5-8 1-4-8 11-11-8 2-6-0 17-1-0 5-1-8 19-10-0 2-9-0 1-3-0 1-5-8 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,Edge], [12:0-1-8,Edge], [18:0-1-8,0-0-0], [19:0-1-8,Edge], [24:0-1-8,0-1-0], [25:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.59 0.97 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.59 0.09 (loc) 17-18 17-18 13 l/defl >845 >398 n/a L/d 360 240 n/a PLATES MT20 M18AHS Weight: 90 lb FT = 20%F, 11%E GRIP 197/144 142/136 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)23=0-3-8, 13=0-5-8 Max Grav 23=1090(LC 1), 13=1090(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-260/35, 12-13=-262/31, 2-3=-2038/0, 3-4=-3404/0, 4-5=-4122/0, 5-6=-4387/0, 6-7=-4218/0, 7-9=-3455/0, 9-10=-3455/0, 10-11=-2035/0 BOT CHORD 22-23=0/1187, 20-22=0/2826, 19-20=0/4122, 18-19=0/4122, 17-18=0/4122, 16-17=0/4467, 15-16=0/3941, 14-15=0/2840, 13-14=0/1182 WEBS 4-19=0/398, 5-18=-358/10, 2-23=-1578/0, 2-22=0/1183, 3-22=-1095/0, 3-20=0/808, 4-20=-1038/0, 11-13=-1572/0, 11-14=0/1186, 10-14=-1121/0, 10-15=0/836, 9-15=-272/46, 7-15=-660/0, 7-16=0/397, 6-16=-360/0, 5-17=-53/528 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x4 MT20 unless otherwise indicated. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. August 22,2022 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 J22205840 Truss F15 Truss Type Floor Qty 4 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757353 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:22 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-3aWhnZ1elcvhhur5rWiK4aB97cG?3QEi07CEDXymLRh Scale = 1:17.3 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 2x4 3x6 2x4 3x4 3x6 2x4 3x4 2x4 3x4 3x4 3x4 3x4 3x4 2-9-0 2-9-0 5-3-0 2-6-0 6-7-8 1-4-8 7-4-4 0-8-12 8-1-0 0-8-12 9-5-0 1-4-0 1-3-0 1-5-8 0-11-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,Edge], [8:0-1-8,0-0-0], [9:0-1-8,Edge], [13:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.59 0.90 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.20 0.01 (loc) 9-10 9-10 7 l/defl >999 >562 n/a L/d 360 240 n/a PLATES MT20 Weight: 45 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=0-3-8, 7=Mechanical Max Grav 12=507(LC 1), 7=513(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-265/30, 2-3=-781/0, 3-4=-927/0, 4-5=-653/0 BOT CHORD 11-12=0/508, 10-11=0/1019, 9-10=0/653, 8-9=0/653, 7-8=0/653 WEBS 4-9=-282/0, 5-8=0/324, 2-12=-674/0, 2-11=0/394, 3-11=-341/0, 4-10=0/406, 5-7=-949/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. August 22,2022 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 J22205840 Truss F16 Truss Type Floor Qty 3 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757354 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:22 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-3aWhnZ1elcvhhur5rWiK4aBAdcG_3PEi07CEDXymLRh Scale = 1:17.3 1 2 3 4 5 6 13 12 11 10 9 8 7 14 15 16 17 18 19 20 2x4 3x6 2x4 2x4 2x4 2x4 6-7-8 6-7-8 7-4-4 0-8-12 8-1-0 0-8-12 10-7-0 2-6-0 1-3-0 1-5-8 0-10-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,Edge], [6:0-1-8,Edge], [9:0-1-8,0-0-0], [10:0-1-8,Edge], [14:0-1-8,0-1-0], [15:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.56 0.91 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.18 0.02 (loc) 10-11 10-11 7 l/defl >999 >686 n/a L/d 360 240 n/a PLATES MT20 Weight: 49 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 13=0-3-8 Max Grav 7=572(LC 1), 13=572(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-265/31, 6-7=-536/0, 2-3=-921/0, 3-4=-1205/0, 4-5=-1039/0, 5-6=-397/0 BOT CHORD 12-13=0/584, 11-12=0/1222, 10-11=0/1039, 9-10=0/1039, 8-9=0/1039 WEBS 4-10=-256/1, 5-9=0/311, 2-13=-775/0, 2-12=0/469, 3-12=-417/0, 4-11=-24/322, 5-8=-873/0, 6-8=0/603 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. August 22,2022 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 J22205840 Truss F16A Truss Type Floor Qty 3 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757355 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:24 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-?zeSCE3uHE9PwC?Uzxko9?GVBQzuXJ1?TQhLHQymLRf Scale = 1:22.5 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 21 22 23 24 25 2x4 3x6 2x4 3x6 2x4 2x4 4x6 4x6 6-7-8 6-7-8 7-4-4 0-8-12 8-1-0 0-8-12 10-5-4 2-4-4 13-8-8 3-3-4 1-3-0 1-5-8 0-10-4 0-4-12 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,Edge], [13:0-1-8,0-0-0], [14:0-1-8,Edge], [18:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.55 0.88 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.17 0.02 (loc) 14-15 14-15 9 l/defl >999 >719 n/a L/d 360 240 n/a PLATES MT20 Weight: 67 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)17=0-3-8, 9=Mechanical, 11=0-3-8 Max Uplift 9=-13(LC 25) Max Grav 17=586(LC 3), 9=345(LC 19), 11=693(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-264/31, 8-9=-266/12, 2-3=-950/0, 3-4=-1261/0, 4-5=-1117/0, 5-6=-579/0, 6-7=-318/158 BOT CHORD 16-17=0/600, 15-16=0/1263, 14-15=0/1117, 13-14=0/1117, 12-13=0/1117, 11-12=-212/357, 10-11=-215/356 WEBS 5-13=0/276, 6-11=-628/0, 2-17=-796/0, 2-16=0/502, 3-16=-450/0, 4-15=0/279, 5-12=-840/0, 6-12=0/561, 7-9=-318/75 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. August 22,2022 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 J22205840 Truss F17 Truss Type Floor Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757356 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:24 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-?zeSCE3uHE9PwC?Uzxko9?GXuQ5cXLQ?TQhLHQymLRf Scale = 1:13.8 1 2 3 4 5 11 10 9 8 7 6 12 13 14 15 16 17 3x4 2x4 3x6 2x4 2x4 3x4 2x4 3x4 2x4 3x4 3x4 3x4 3x4 3-6-2 3-6-2 4-2-14 0-8-12 4-11-10 0-8-12 7-5-4 2-5-10 0-7-10 1-3-0 1-5-8 0-10-2 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [3:0-1-8,Edge], [4:0-1-8,Edge], [5:0-1-8,Edge], [8:0-1-8,Edge], [9:0-1-8,Edge], [12:0-1-8,0-1-0], [13:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.44 0.38 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.06 0.01 (loc) 9-10 9-10 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 37 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-3, 11=0-3-3 Max Grav 6=418(LC 12), 11=418(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-409/0, 2-3=-455/0, 3-4=-587/0 BOT CHORD 10-11=0/295, 9-10=0/587, 8-9=0/587, 7-8=0/587 WEBS 3-10=-253/0, 2-10=0/299, 2-11=-567/0, 4-7=-465/0, 5-7=0/380 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. August 22,2022 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 J22205840 Truss F18 Truss Type Floor Qty 40 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757357 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:26 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-yMmCdw58prQ7AV9s4MmGEQMpiEdV?9BIxkASMIymLRd Scale = 1:35.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 27 28 29 30 31 32 33 34 35 36 37 38 4x10 3x8 M18AHS FP 3x6 3x4 3x4 3x6 FP2x4 2x4 3x4 2x4 3x4 3x4 3x4 3x4 2x4 3x8 M18AHS FP 8-1-8 8-1-8 9-1-4 0-11-12 10-1-0 0-11-12 21-7-4 11-6-4 1-3-0 1-11-8 1-0-4 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [6:0-1-8,Edge], [7:0-1-8,Edge], [15:Edge,0-1-8], [21:0-1-8,0-0-0], [22:0-1-8,Edge], [26:Edge,0-1-8], [27:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.68 0.93 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.76 0.10 (loc) 20-21 20-21 15 l/defl >712 >337 n/a L/d 480 240 n/a PLATES MT20 M18AHS Weight: 117 lb FT = 20%F, 11%E GRIP 197/144 186/179 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 21-22. REACTIONS. (size)26=0-3-8, 15=0-2-12 Max Grav 26=1186(LC 1), 15=1192(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-262/28, 14-15=-257/44, 2-3=-2260/0, 3-4=-3882/0, 4-5=-3882/0, 5-6=-5073/0, 6-7=-5073/0, 7-8=-5185/0, 8-9=-4765/0, 9-11=-3745/0, 11-12=-3745/0, 12-13=-2035/0 BOT CHORD 25-26=0/1350, 23-25=0/3176, 22-23=0/4474, 21-22=0/5073, 20-21=0/5073, 19-20=0/5136, 18-19=0/4365, 16-18=0/3001, 15-16=0/1104 WEBS 6-22=-418/0, 7-21=-293/35, 2-26=-1761/0, 2-25=0/1291, 3-25=-1251/0, 3-23=0/959, 4-23=-276/34, 5-23=-805/0, 5-22=0/1006, 7-20=-252/395, 8-20=-132/289, 8-19=-516/0, 9-19=0/556, 9-18=-842/0, 11-18=-270/47, 12-18=0/1012, 12-16=-1319/0, 13-16=0/1326, 13-15=-1597/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 4x6 MT20 unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. August 22,2022 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 J22205840 Truss F19 Truss Type Floor Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757358 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:27 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-QYJaqG5ma9Y_nfk3e4IVndu_2d03kfBRAOw?ulymLRc Scale = 1:18.6 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 21 22 3x6 3x6 2x4 2x4 3x12 3x6 2x4 2-10-8 2-10-8 8-0-0 5-1-8 8-1-8 0-1-8 9-1-4 0-11-12 10-1-0 0-11-12 11-5-0 1-4-0 1-3-0 1-11-8 0-11-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [6:0-1-8,Edge], [7:0-1-8,Edge], [10:0-1-8,0-0-0], [11:0-1-8,Edge], [15:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.64 0.72 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.36 0.02 (loc) 11-12 11-12 9 l/defl >797 >374 n/a L/d 480 360 n/a PLATES MT20 Weight: 59 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=Mechanical, 14=0-3-8 Max Grav 9=621(LC 1), 14=615(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-262/27, 2-3=-1017/0, 3-4=-1454/0, 4-5=-1454/0, 5-6=-895/0, 6-7=-895/0 BOT CHORD 13-14=0/663, 12-13=0/1348, 11-12=0/1374, 10-11=0/895, 9-10=0/895 WEBS 6-11=0/275, 7-10=0/392, 2-14=-864/0, 2-13=0/491, 3-13=-461/0, 3-12=-99/280, 5-12=-90/256, 5-11=-661/0, 7-9=-1301/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. August 22,2022 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 J22205840 Truss F20 Truss Type Floor Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757359 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:27 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-QYJaqG5ma9Y_nfk3e4IVnduyldz7kgFRAOw?ulymLRc Scale = 1:15.4 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 2x4 3x6 2x4 2x4 3x6 2x4 3x4 2x4 2x4 3x4 3x4 3x6 2x4 3x4 5-4-0 5-4-0 5-5-8 0-1-8 6-5-4 0-11-12 7-5-0 0-11-12 8-4-0 0-11-0 1-2-8 1-3-0 1-11-8 0-6-8 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [5:0-1-8,Edge], [6:0-1-8,Edge], [7:0-1-8,Edge], [9:0-1-8,0-0-0], [10:0-1-8,Edge], [13:0-1-8,0-1-0], [14:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.79 0.91 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.26 0.01 (loc) 10-11 10-11 8 l/defl >784 >378 n/a L/d 480 360 n/a PLATES MT20 Weight: 41 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=0-3-3, 8=0-3-3 Max Grav 12=446(LC 1), 8=446(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-266/4, 7-8=-147/267, 2-3=-696/0, 3-4=-696/0, 4-5=-516/0, 5-6=-516/0 BOT CHORD 11-12=0/434, 10-11=0/757, 9-10=0/516, 8-9=0/516 WEBS 6-9=0/347, 2-12=-582/0, 6-8=-1024/0, 3-11=-253/36, 4-10=-442/0, 2-11=0/417 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. August 22,2022 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 J22205840 Truss FE03 Truss Type Floor Supported Gable Qty 3 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757360 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:28 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-ukty1c6PLSgrPpIFCnpkJrRGu1XITAJaO2fYQBymLRb Scale = 1:16.9 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 3x4 3x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 10-3-8 10-3-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [9:0-1-8,Edge], [17:0-1-8,Edge], [18:Edge,0-1-8], [19:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.25 0.02 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 43 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 17-18. REACTIONS.All bearings 10-3-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 10 Max Grav All reactions 250 lb or less at joint(s) except 18=278(LC 3), 10=264(LC 12), 17=333(LC 13), 16=326(LC 14), 15=328(LC 15), 14=328(LC 16), 13=327(LC 17), 12=329(LC 18), 11=317(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-269/2, 9-10=-259/31 WEBS 2-17=-305/0, 3-16=-300/0, 4-15=-301/0, 5-14=-301/0, 6-13=-300/0, 7-12=-302/0, 8-11=-293/0 NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. August 22,2022 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 J22205840 Truss FE04 Truss Type FLOOR SUPPORTED GABL Qty 3 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757361 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:29 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-MxRKFy716moi1ztRmUKzs2_RMRtrCdekdiP6zdymLRa Scale = 1:9.5123 6 5 4 7 8 9 3x4 3x4 2x4 2x4 3x4 2x4 2x4 2-1-8 2-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.20 0.06 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 12 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=2-1-8, 4=2-1-8, 5=2-1-8 Max Grav 6=278(LC 3), 4=266(LC 6), 5=297(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-270/0, 3-4=-259/20 WEBS 2-5=-279/0 NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. August 22,2022 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 J22205840 Truss FG10 Truss Type FLOOR Qty 3 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757362 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:32 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-mW7Ttz9vOhAHuRc0RdtgUhcrLeiPPoSAJgdmZyymLRX Scale = 1:36.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 30 29 28 27 26 25 24 23 22 21 20 19 18 17 31 32 33 34 35 36 37 38 39 40 41 42 43 3x8 M18AHS FP 3x16 M18AHS FP 3x6 6x10 6x10 2x4 3x6 3x6 3x6 FP3x6 FP 8x8 3x6 6x16 6x8 6x8 6x8 6x16 3x6 6x8 7x16 M18AHS 8x10 6x8 8x8 3x6 5x6 6x6 6x10 6x6 8x8 3x6 8-0-0 8-0-0 8-1-8 0-1-8 9-1-4 0-11-12 10-1-0 0-11-12 12-4-12 2-3-12 13-11-8 1-6-12 21-10-0 7-10-8 1-3-0 1-11-8 0-7-8 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [20:0-4-0,Edge], [22:0-3-0,Edge], [23:0-4-8,Edge], [24:0-4-0,Edge], [25:0-3-0,Edge], [26:0-1-8,Edge], [31:0-1-8,0-1-8], [32:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.67 0.77 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.86 0.11 (loc) 24 24 17 l/defl >827 >302 n/a L/d 480 240 n/a PLATES MT20 M18AHS Weight: 216 lb FT = 20%F, 11%E GRIP 244/190 186/179 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)30=0-5-8, 17=0-5-8 Max Grav 30=1839(LC 1), 17=2746(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-30=-268/20, 16-17=-300/0, 2-3=-4153/0, 3-4=-7924/0, 4-6=-7914/0, 6-7=-11408/0, 7-8=-11408/0, 8-9=-13164/0, 9-10=-13188/0, 10-11=-12683/0, 11-13=-10556/0, 13-14=-10549/0, 14-15=-5961/0 BOT CHORD 29-30=0/2353, 28-29=0/6011, 26-28=0/9583, 25-26=0/11408, 24-25=0/11408, 23-24=0/13607, 22-23=0/13609, 20-22=0/11965, 18-20=0/8752, 17-18=0/3374 WEBS 7-26=-673/0, 8-25=-1285/0, 2-30=-2943/0, 2-29=0/2382, 3-29=-2457/0, 3-28=0/2384, 4-28=-296/0, 6-28=-2115/0, 6-26=0/2543, 15-17=-4290/0, 15-18=0/3423, 14-18=-3673/0, 14-20=0/2333, 13-20=-293/0, 11-20=-1754/0, 11-22=0/937, 10-22=-1125/0, 8-24=0/2534, 10-24=-680/0, 9-24=-404/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 828 lb down at 12-4-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-96, 9-16=-186 Concentrated Loads (lb) Vert: 14=-500 10=-777(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 August 22,2022 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 J22205840 Truss FG10 Truss Type FLOOR Qty 3 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757362 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:32 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-mW7Ttz9vOhAHuRc0RdtgUhcrLeiPPoSAJgdmZyymLRX LOAD CASE(S) Standard Uniform Loads (plf) Vert: 17-30=-16, 1-9=-96, 9-16=-186 Concentrated Loads (lb) Vert: 14=-500 10=-777(B) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-16, 1-8=-96, 8-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 10=-828(B) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-16, 1-7=-32, 7-9=-96, 9-16=-186 Concentrated Loads (lb) Vert: 14=-500 10=-777(B) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-16, 1-8=-96, 8-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-500 10=-828(B) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-30=-16, 1-7=-32, 7-9=-96, 9-16=-186 Concentrated Loads (lb) Vert: 14=-500 10=-777(B) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 1=-250 14=-214 10=-344(B) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 10=-344(B) 33=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 10=-344(B) 34=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 10=-344(B) 35=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 5=-250 14=-214 10=-344(B) 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 10=-344(B) 36=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 10=-344(B) 37=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 10=-344(B) 38=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 10=-344(B) 39=-250 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 10=-344(B) 40=-250 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J22205840 Truss FG10 Truss Type FLOOR Qty 3 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757362 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:32 2022 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-mW7Ttz9vOhAHuRc0RdtgUhcrLeiPPoSAJgdmZyymLRX LOAD CASE(S) Standard Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 12=-250 14=-214 10=-344(B) 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 10=-344(B) 41=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 10=-344(B) 42=-250 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 10=-344(B) 43=-250 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 16=-250 14=-214 10=-344(B) 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 1=-250 14=-214 10=-344(B) 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 1=-250 14=-214 10=-344(B) 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 2=-250 14=-214 10=-344(B) 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 3=-250 14=-214 10=-344(B) 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 4=-250 14=-214 10=-344(B) 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 6=-250 14=-214 10=-344(B) 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 7=-250 14=-214 10=-344(B) 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 8=-250 14=-214 10=-344(B) 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 10=-344(B) 9=-250 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 10=-594(B=-344) 32) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J22205840 Truss FG10 Truss Type FLOOR Qty 3 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757362 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:32 2022 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-mW7Ttz9vOhAHuRc0RdtgUhcrLeiPPoSAJgdmZyymLRX LOAD CASE(S) Standard Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 11=-250 10=-344(B) 33) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-214 13=-250 10=-344(B) 34) 28th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 14=-464 10=-344(B) 35) 29th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 17-30=-16, 1-9=-32, 9-16=-122 Concentrated Loads (lb) Vert: 15=-250 14=-214 10=-344(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J22205840 Truss FG11 Truss Type Floor Girder Qty 3 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757363 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:33 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-Eihr5JAX9?I7VaBD?KPv0u8xS21m8NfJYKNJ6OymLRW Scale = 1:20.5 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 4x6 3x6 3x4 3x6 3x4 2x4 2x4 3x4 3x12 3x4 3x4 3x4 3x6 2x4 3x4 4x6 2x4 4x10 2-10-8 2-10-8 8-0-0 5-1-8 8-1-8 0-1-8 9-1-4 0-11-12 10-1-0 0-11-12 10-2-8 0-1-8 12-7-0 2-4-8 1-3-0 1-11-8 0-6-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [6:0-1-8,Edge], [7:0-1-8,Edge], [9:0-4-8,Edge], [10:Edge,0-1-8], [12:0-1-8,0-0-0], [13:0-1-8,Edge], [17:0-1-8,0-1-8], [18:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.97 0.89 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.38 0.02 (loc) 13-14 13-14 10 l/defl >811 >385 n/a L/d 480 240 n/a PLATES MT20 Weight: 64 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 16=0-3-8 Max Grav 10=1476(LC 1), 16=678(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-262/27, 9-10=-1402/0, 2-3=-1156/0, 3-4=-1723/0, 4-5=-1723/0, 5-6=-1352/0, 6-7=-1352/0, 7-8=-386/0, 8-9=-386/0 BOT CHORD 15-16=0/738, 14-15=0/1549, 13-14=0/1708, 12-13=0/1352, 11-12=0/1352 WEBS 7-12=0/377, 2-16=-962/0, 2-15=0/581, 3-15=-547/0, 3-14=-52/337, 5-13=-542/0, 7-11=-1286/0, 9-11=0/594 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 838 lb down at 12-3-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 10-16=-16, 1-9=-96 Concentrated Loads (lb) Vert: 9=-806(F) August 22,2022 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 J22205840 Truss FG12 Truss Type Floor Qty 3 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757364 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:34 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-juFDIfB9wIQ_7kmPY2w8Z6h6FSN2tqnTn_6terymLRV Scale = 1:20.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 3x4 3x6 3x4 2x4 4x6 3x4 2x4 2x4 3x4 3x12 3x4 3x4 3x4 3x6 2x4 3x4 4x6 2x4 2-10-8 2-10-8 8-0-0 5-1-8 8-1-8 0-1-8 9-1-4 0-11-12 10-1-0 0-11-12 10-2-8 0-1-8 12-7-0 2-4-8 1-3-0 1-11-8 0-9-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [6:0-1-8,Edge], [7:0-1-8,Edge], [9:0-1-8,Edge], [12:0-1-8,0-0-0], [13:0-1-8,Edge], [17:0-1-8,0-1-8], [18:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.96 0.89 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.38 0.02 (loc) 13-14 13-14 10 l/defl >820 >390 n/a L/d 480 240 n/a PLATES MT20 Weight: 61 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 16=0-3-8 Max Grav 10=681(LC 1), 16=681(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-262/27, 9-10=-619/0, 2-3=-1162/0, 3-4=-1735/0, 4-5=-1735/0, 5-6=-1372/0, 6-7=-1372/0, 7-8=-418/0, 8-9=-418/0 BOT CHORD 15-16=0/742, 14-15=0/1558, 13-14=0/1724, 12-13=0/1372, 11-12=0/1372 WEBS 7-12=0/373, 2-16=-966/0, 2-15=0/585, 3-15=-551/0, 3-14=-50/341, 5-13=-536/0, 7-11=-1270/0, 9-11=0/658 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. August 22,2022 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 J22205840 Truss FG13 Truss Type FLOOR Qty 6 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757365 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:36 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-fHM_jLCQSwgiM2wngSyceXmWFG5sLcBmEIb_ijymLRT Scale = 1:36.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 29 30 31 32 33 34 35 36 37 38 39 3x8 M18AHS FP 3x16 M18AHS FP 3x6 6x10 6x10 2x4 3x6 3x6 3x6 FP3x6 FP 5x6 3x6 3x6 4x6 6x8 6x8 6x6 6x8 3x6 6x8 6x10 6x8 6x6 6x6 3x6 3x6 3x6 3x6 5x6 8-1-8 8-1-8 9-1-4 0-11-12 10-1-0 0-11-12 21-10-0 11-9-0 1-3-0 1-11-8 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [8:0-3-0,Edge], [22:0-3-0,0-0-0], [23:0-3-0,Edge], [28:0-1-8,0-1-8], [29:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.74 0.74 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.75 0.09 (loc) 21-22 21-22 16 l/defl >731 >344 n/a L/d 480 240 n/a PLATES MT20 M18AHS Weight: 163 lb FT = 20%F, 11%E GRIP 197/144 186/179 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)27=0-5-8, 16=0-5-8 Max Grav 27=1419(LC 1), 16=2744(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-267/21, 15-16=-315/0, 2-3=-3112/0, 3-4=-5377/0, 4-6=-5377/0, 6-7=-7506/0, 7-8=-7506/0, 8-9=-8124/0, 9-10=-8213/0, 10-12=-7478/0, 12-13=-7478/0, 13-14=-4942/0 BOT CHORD 26-27=0/1793, 25-26=0/4343, 23-25=0/6390, 22-23=0/7506, 21-22=0/7506, 20-21=0/8369, 18-20=0/8033, 17-18=0/6736, 16-17=0/3254 WEBS 7-23=-562/0, 8-22=-588/0, 2-27=-2242/0, 2-26=0/1746, 3-26=-1628/0, 3-25=0/1341, 4-25=-257/30, 6-25=-1313/0, 6-23=0/1639, 14-16=-4131/0, 14-17=0/2280, 13-17=-2330/0, 13-18=0/963, 12-18=-274/22, 10-18=-719/0, 10-20=0/364, 9-20=-327/40, 9-21=-483/57, 8-21=0/1057 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-96, 10-13=-246, 13-15=-456 August 22,2022 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 J22205840 Truss FG14 Truss Type FLOOR Qty 3 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757366 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:38 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-bgUk81Eg_XwQcM3Ant_4jyspn3kRpUR3hc44ncymLRR Scale = 1:36.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 29 30 31 32 33 34 35 36 37 38 39 3x16 M18AHS FP 3x16 M18AHS FP 3x6 6x10 6x16 2x4 3x6 3x6 3x6 FP3x6 FP 6x6 3x6 3x6 5x6 6x8 6x8 6x8 6x8 3x6 6x8 7x16 M18AHS 6x8 6x6 6x6 3x6 3x6 3x6 3x6 6x6 8-1-8 8-1-8 9-1-4 0-11-12 10-1-0 0-11-12 21-10-0 11-9-0 1-3-0 1-11-8 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [8:0-3-0,Edge], [22:0-3-0,0-0-0], [23:0-1-8,Edge], [28:0-1-8,0-1-8], [29:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.93 0.86 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.86 0.10 (loc) 21-22 21-22 16 l/defl >718 >299 n/a L/d 480 240 n/a PLATES MT20 M18AHS Weight: 172 lb FT = 20%F, 11%E GRIP 197/144 142/136 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)27=0-5-8, 16=0-5-8 Max Grav 27=1522(LC 1), 16=2999(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-265/24, 15-16=-331/0, 2-3=-3323/0, 3-4=-5860/0, 4-6=-5860/0, 6-7=-8347/0, 7-8=-8347/0, 8-9=-9184/0, 9-10=-9515/0, 10-12=-8898/0, 12-13=-8876/0, 13-14=-5721/0 BOT CHORD 26-27=0/1945, 25-26=0/4716, 23-25=0/7019, 22-23=0/8347, 21-22=0/8347, 20-21=0/9561, 18-20=0/9457, 17-18=0/7837, 16-17=0/3569 WEBS 7-23=-649/0, 8-22=-708/0, 2-27=-2433/0, 2-26=0/1861, 3-26=-1809/0, 3-25=0/1483, 4-25=-265/21, 6-25=-1503/0, 6-23=0/1914, 14-16=-4532/0, 14-17=0/2848, 13-17=-2800/0, 13-18=0/1373, 12-18=-449/0, 10-18=-713/0, 9-21=-658/0, 8-21=0/1341 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-96, 10-15=-426 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-96, 10-15=-426 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-8=-96, 8-10=-32, 10-15=-362 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 August 22,2022 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 J22205840 Truss FG14 Truss Type FLOOR Qty 3 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757366 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:38 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-bgUk81Eg_XwQcM3Ant_4jyspn3kRpUR3hc44ncymLRR LOAD CASE(S) Standard Uniform Loads (plf) Vert: 16-27=-16, 1-7=-32, 7-10=-96, 10-15=-426 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-8=-96, 8-10=-32, 10-15=-362 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-7=-32, 7-10=-96, 10-15=-426 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 1=-250 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 30=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 31=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 32=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 5=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 33=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 34=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 35=-250 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 36=-250 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 11=-250 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 37=-250 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 38=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 39=-250 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J22205840 Truss FG14 Truss Type FLOOR Qty 3 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757366 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:38 2022 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-bgUk81Eg_XwQcM3Ant_4jyspn3kRpUR3hc44ncymLRR LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=-250 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 1=-250 22) 16th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 1=-250 23) 17th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 2=-250 24) 18th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 3=-250 25) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 4=-250 26) 20th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 6=-250 27) 21st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 7=-250 28) 22nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 8=-250 29) 23rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 9=-250 30) 24th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 10=-250 31) 25th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 12=-250 32) 26th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 13=-250 33) 27th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-27=-16, 1-10=-32, 10-15=-219 Concentrated Loads (lb) Vert: 14=-250 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J22205840 Truss FG15 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757367 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:39 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-3s26LNFIlr2HDVeMLbVJG9O7hTHfY5eCwGqeJ2ymLRQ Scale = 1:9.4123 6 5 4 7 8 3x4 3x4 6x6 6x6 4x8 3x6 3-4-0 3-4-0 1-4-4 1-4-01-4-0Plate Offsets (X,Y)-- [6:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.34 0.03 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 28 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 4=Mechanical Max Grav 6=1049(LC 1), 4=950(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1037/0, 3-4=-937/0, 1-2=-826/0, 2-3=-826/0 WEBS 2-5=-1204/0, 1-5=0/1029, 3-5=0/1029 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 447 lb down at 0-8-7, and 436 lb down at 2-3-10 on top chord. The design/selection of such connection device(s) is the responsibility of others. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-6=-16, 1-3=-346(F=-250) Concentrated Loads (lb) Vert: 7=-447(B) 8=-436(B) August 22,2022 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 J22205840 Truss FG16 Truss Type FLOOR GIRDER Qty 5 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757368 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:40 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-X2cVZjFwW8A8rfDZvI1YpNxKHtdvHYqL9wZBrUymLRP Scale = 1:9.4123 6 5 4 7 8 3x4 3x4 6x6 6x6 4x8 3x6 1-8-0 1-8-0 3-4-0 1-8-0 1-4-4 1-4-01-4-0Plate Offsets (X,Y)-- [6:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.16 0.03 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 28 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 4=Mechanical Max Grav 6=854(LC 1), 4=854(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-841/0, 3-4=-841/0, 1-2=-834/0, 2-3=-834/0 WEBS 2-5=-1215/0, 1-5=0/1039, 3-5=0/1039 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 591 lb down at 1-8-2 on top chord. The design/selection of such connection device(s) is the responsibility of others. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-6=-16, 1-3=-346(F=-250) Concentrated Loads (lb) Vert: 2=-591(F) August 22,2022 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 J22205840 Truss FG17 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757369 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:41 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-?EAtm2GYHSI?TpolT0YnLaTLYHk90u_VOaJkOxymLRO Scale = 1:33.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 27 28 29 30 31 32 33 34 35 36 37 38 6x6 3x8 M18AHS FP 3x16 M18AHS FP 2x4 6x8 2x4 3x6 FP3x6 FP 6x6 6x6 6x8 6x8 6x8 6x8 6x10 6x8 6x6 6x8 4x6 4x6 5x6 6x10 9-6-12 9-6-12 19-10-0 10-3-4 1-3-0 1-5-8 1-2-0 0-11-8 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [5:0-1-8,Edge], [6:0-1-8,Edge], [20:0-4-0,Edge], [21:0-3-0,0-0-0], [27:0-1-8,0-1-0], [28:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.83 0.99 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.73 0.10 (loc) 20 20-21 15 l/defl >865 >321 n/a L/d 360 240 n/a PLATES MT20 M18AHS Weight: 168 lb FT = 20%F, 11%E GRIP 197/144 186/179 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)26=0-3-8, 15=0-5-8 Max Grav 26=1851(LC 1), 15=2508(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-257/36, 14-15=-295/0, 2-3=-4071/0, 3-5=-7363/0, 5-6=-9558/0, 6-7=-11506/0, 7-8=-11581/0, 8-9=-10723/0, 9-11=-8952/0, 11-12=-8944/0, 12-13=-5375/0 BOT CHORD 25-26=0/2290, 23-25=0/5751, 22-23=0/9558, 21-22=0/9558, 20-21=0/9558, 19-20=0/11338, 18-19=0/10107, 16-18=0/7660, 15-16=0/3053 WEBS 5-22=0/1082, 6-21=-1000/0, 2-26=-2914/0, 2-25=0/2357, 3-25=-2223/0, 3-23=0/2138, 5-23=-2905/0, 13-15=-3881/0, 13-16=0/3073, 12-16=-3024/0, 12-18=0/1696, 11-18=-313/0, 9-18=-1474/0, 9-19=0/821, 8-19=-813/0, 7-20=-1387/0, 6-20=0/2690, 8-20=-193/483 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 924 lb down at 9-6-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-96, 7-14=-176 Concentrated Loads (lb) Vert: 12=-500 7=-873(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 August 22,2022 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 J22205840 Truss FG17 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757369 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:42 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-URjFzOHB2mRs4zNx0j30uo0WHg4OlLEecE2IwNymLRN LOAD CASE(S) Standard Uniform Loads (plf) Vert: 15-26=-16, 1-7=-96, 7-14=-176 Concentrated Loads (lb) Vert: 12=-500 7=-873(F) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-16, 1-6=-96, 6-7=-32, 7-14=-112 Concentrated Loads (lb) Vert: 12=-500 7=-924(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-16, 1-5=-32, 5-7=-96, 7-14=-176 Concentrated Loads (lb) Vert: 12=-500 7=-873(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-16, 1-6=-96, 6-7=-32, 7-14=-112 Concentrated Loads (lb) Vert: 12=-500 7=-924(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-16, 1-5=-32, 5-7=-96, 7-14=-176 Concentrated Loads (lb) Vert: 12=-500 7=-873(F) 7) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-14=-112 Concentrated Loads (lb) Vert: 1=-250 12=-214 7=-388(F) 8) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-14=-112 Concentrated Loads (lb) Vert: 12=-214 7=-388(F) 29=-250 9) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-14=-112 Concentrated Loads (lb) Vert: 12=-214 7=-388(F) 30=-250 10) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-14=-112 Concentrated Loads (lb) Vert: 12=-214 7=-388(F) 31=-250 11) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-14=-112 Concentrated Loads (lb) Vert: 12=-214 7=-388(F) 32=-250 12) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-14=-112 Concentrated Loads (lb) Vert: 12=-214 7=-388(F) 33=-250 13) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-14=-112 Concentrated Loads (lb) Vert: 12=-214 7=-388(F) 34=-250 14) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-14=-112 Concentrated Loads (lb) Vert: 12=-214 7=-388(F) 35=-250 15) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-14=-112 Concentrated Loads (lb) Vert: 10=-250 12=-214 7=-388(F) 16) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-14=-112 Concentrated Loads (lb) Vert: 12=-214 7=-388(F) 36=-250 17) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J22205840 Truss FG17 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757369 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:42 2022 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-URjFzOHB2mRs4zNx0j30uo0WHg4OlLEecE2IwNymLRN LOAD CASE(S) Standard Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-14=-112 Concentrated Loads (lb) Vert: 12=-214 7=-388(F) 37=-250 18) 12th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-14=-112 Concentrated Loads (lb) Vert: 12=-214 7=-388(F) 38=-250 19) 13th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-14=-112 Concentrated Loads (lb) Vert: 14=-250 12=-214 7=-388(F) 20) 14th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-14=-112 Concentrated Loads (lb) Vert: 2=-250 12=-214 7=-388(F) 21) 15th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-14=-112 Concentrated Loads (lb) Vert: 3=-250 12=-214 7=-388(F) 22) 16th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-14=-112 Concentrated Loads (lb) Vert: 5=-250 12=-214 7=-388(F) 23) 17th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-14=-112 Concentrated Loads (lb) Vert: 6=-250 12=-214 7=-388(F) 24) 18th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-14=-112 Concentrated Loads (lb) Vert: 12=-214 7=-638(F=-388) 25) 19th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-14=-112 Concentrated Loads (lb) Vert: 12=-214 8=-250 7=-388(F) 26) 20th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-14=-112 Concentrated Loads (lb) Vert: 12=-214 9=-250 7=-388(F) 27) 21st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-14=-112 Concentrated Loads (lb) Vert: 12=-214 11=-250 7=-388(F) 28) 22nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-14=-112 Concentrated Loads (lb) Vert: 12=-464 7=-388(F) 29) 23rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 15-26=-16, 1-7=-32, 7-14=-112 Concentrated Loads (lb) Vert: 13=-250 12=-214 7=-388(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 J22205840 Truss FG18 Truss Type Floor Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757370 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:42 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-URjFzOHB2mRs4zNx0j30uo0YEg6GlKGecE2IwNymLRN Scale = 1:17.3 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 4x6 2x4 3x6 2x4 2x4 5x6 2x4 3x4 2x4 3x4 3x4 3x4 3x4 3x4 3x4 5x8 6-7-8 6-7-8 7-4-4 0-8-12 8-1-0 0-8-12 9-6-12 1-5-12 10-7-0 1-0-4 1-3-0 1-5-8 1-2-12 0-7-12 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [5:0-1-8,Edge], [7:0-1-8,Edge], [8:Edge,0-1-8], [10:0-1-8,0-0-0], [11:0-1-8,Edge], [15:0-1-8,0-1-0], [16:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.64 0.87 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.16 0.02 (loc) 11-12 11-12 8 l/defl >999 >773 n/a L/d 360 240 n/a PLATES MT20 Weight: 52 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 14=0-3-8 Max Grav 8=1461(LC 1), 14=657(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-264/31, 7-8=-1425/0, 2-3=-1103/0, 3-4=-1563/0, 4-5=-1539/0, 5-6=-1019/0, 6-7=-1027/0 BOT CHORD 13-14=0/683, 12-13=0/1483, 11-12=0/1539, 10-11=0/1539, 9-10=0/1539 WEBS 5-10=0/255, 2-14=-906/0, 2-13=0/585, 3-13=-528/0, 5-9=-708/0, 6-9=-1064/0, 7-9=0/1665 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1024 lb down at 9-6-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 8-14=-16, 1-7=-96 Concentrated Loads (lb) Vert: 6=-973(B) August 22,2022 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 J22205840 Truss FG19 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757371 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:43 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-ydHdBkIpp3Zji7y8aRaFQ?ZqS4b9UuJoruorSpymLRM Scale = 1:9.4 1 2 3 4 8 7 6 5 9 10 11 12 3x6 2x4 3x6 3x6 3x6 3x6 3x6 2x4 2x4 4-1-0 4-1-0 1-3-0 0-10-0 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [6:0-1-8,0-0-0], [7:0-1-8,Edge], [9:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.23 0.31 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.02 0.01 (loc) 7 7 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 27 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=0-5-8 Max Grav 8=1300(LC 7), 5=1263(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-590/0, 4-5=-575/0, 2-3=-1037/0 BOT CHORD 7-8=0/1037, 6-7=0/1037, 5-6=0/1037 WEBS 3-5=-1304/0, 2-8=-1326/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-596 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-596 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-3=-596, 3-4=-532 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-2=-532, 2-4=-596 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-3=-596, 3-4=-532 Continued on page 2 August 22,2022 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 J22205840 Truss FG19 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757371 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:43 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-ydHdBkIpp3Zji7y8aRaFQ?ZqS4b9UuJoruorSpymLRM LOAD CASE(S) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-2=-532, 2-4=-596 7) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-532 Concentrated Loads (lb) Vert: 1=-250 8) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-532 Concentrated Loads (lb) Vert: 10=-250 9) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-532 Concentrated Loads (lb) Vert: 11=-250 10) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-532 Concentrated Loads (lb) Vert: 12=-250 11) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-532 Concentrated Loads (lb) Vert: 4=-250 12) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-532 Concentrated Loads (lb) Vert: 2=-250 13) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-532 Concentrated Loads (lb) Vert: 3=-250 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J22205840 Truss FG20 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757372 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:44 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-Qpr?O4JRaNhaKHXK885UzD5zvUnDDE1x4YXP_GymLRL Scale = 1:32.9 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 31 32 3334 35 36 3x16 M18AHS FP 2x4 2x4 3x6 FP3x6 FP 2x4 2x4 5x6 4x6 5x6 3x8 6x6 4x6 5x6 4x6 3x4 3x4 6-7-8 6-7-8 7-4-4 0-8-12 8-1-0 0-8-12 19-10-0 11-9-0 1-3-0 1-5-8 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [19:0-1-8,0-0-0], [20:0-1-8,Edge], [25:0-1-8,0-1-0], [26:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.38 0.84 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.51 0.11 (loc) 18-19 18-19 14 l/defl >982 >463 n/a L/d 360 240 n/a PLATES MT20 M18AHS Weight: 109 lb FT = 20%F, 11%E GRIP 197/144 142/136 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)24=0-3-8, 14=0-5-8 Max Grav 24=1152(LC 1), 14=1278(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-262/29, 13-14=-267/22, 2-3=-2263/0, 3-5=-3892/0, 5-6=-4707/0, 6-7=-5054/0, 7-8=-5063/0, 8-10=-4423/0, 10-11=-4423/0, 11-12=-2560/0 BOT CHORD 23-24=0/1320, 21-23=0/3149, 20-21=0/4707, 19-20=0/4707, 18-19=0/4707, 17-18=0/5275, 16-17=0/4815, 15-16=0/3612, 14-15=0/1458 WEBS 2-24=-1715/0, 2-23=0/1280, 3-23=-1202/0, 3-21=0/1031, 5-21=-1129/0, 12-14=-1894/0, 12-15=0/1496, 11-15=-1427/0, 11-16=0/1076, 10-16=-367/0, 8-16=-520/0, 8-17=0/392, 7-17=-341/0, 7-18=-430/42, 6-18=0/616 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-24=-16, 1-13=-96 Concentrated Loads (lb) Vert: 33=-250 August 22,2022 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 J22205840 Truss FG21 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757373 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:46 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-MCzmpmKh5_xHZahiFZ7y2eBJvIWMh9xEXr0V38ymLRJ Scale = 1:33.5 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 28 29 30 31 32 33 3435 36 37 6x6 3x6 FP 3x16 M18AHS FP 2x4 6x10 2x4 3x6 FP3x6 FP 4x6 4x6 6x6 6x6 5x6 5x6 6x8 6x8 6x6 6x6 5x6 6-7-8 6-7-8 7-4-4 0-8-12 8-1-0 0-8-12 19-10-0 11-9-0 1-3-0 1-5-8 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [5:0-3-0,Edge], [6:0-3-0,Edge], [20:0-3-0,0-0-0], [26:0-1-8,0-1-0], [27:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.34 0.67 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.47 0.07 (loc) 19 19 14 l/defl >999 >499 n/a L/d 360 240 n/a PLATES MT20 M18AHS Weight: 138 lb FT = 20%F, 11%E GRIP 197/144 142/136 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)25=0-3-8, 14=0-5-8 Max Grav 25=1304(LC 1), 14=2318(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-261/30, 13-14=-304/0, 2-3=-2690/0, 3-5=-4715/0, 5-6=-5905/0, 6-7=-6596/0, 7-8=-6918/0, 8-10=-6581/0, 10-11=-6566/0, 11-12=-4359/0 BOT CHORD 24-25=0/1604, 22-24=0/3794, 21-22=0/5905, 20-21=0/5905, 19-20=0/5905, 18-19=0/6966, 17-18=0/6847, 15-17=0/5935, 14-15=0/2743 WEBS 5-21=0/588, 6-20=-553/0, 2-25=-1983/0, 2-24=0/1439, 3-24=-1462/0, 3-22=0/1221, 5-22=-1601/0, 12-14=-3482/0, 12-15=0/2139, 11-15=-2086/0, 11-17=0/833, 10-17=-348/0, 8-17=-450/0, 8-18=-61/282, 7-19=-602/0, 6-19=0/1068 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-25=-16, 1-34=-96, 13-34=-346 Concentrated Loads (lb) Vert: 34=-250 August 22,2022 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 J22205840 Truss FG22 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757374 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:49 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-mnfuRnMaOvJsQ2PHxhhfgGpmBVXAuakgDpFAgTymLRG Scale = 1:36.1 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 31 32 33 34 35 36 37 38 39 40 41 42 30 3x8 M18AHS FP 3x8 M18AHS FP6x10 6x8 3x6 FP3x6 FP 8x8 6x16 6x8 6x8 6x8 8x16 7x16 M18AHS 6x8 6x10 6x10 8x16 5x6 6x10 6x8 8x8 6x8 8-1-8 8-1-8 9-1-4 0-11-12 10-1-0 0-11-12 11-6-12 1-5-12 13-11-8 2-4-12 21-4-4 7-4-12 21-7-4 0-3-0 1-3-0 1-1-8 1-11-8 1-2-0 0-11-8 1-0-4 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [19:0-7-12,Edge], [21:0-4-0,Edge], [22:0-8-0,Edge], [23:0-3-0,Edge], [24:0-1-8,Edge], [26:0-8-0,Edge], [29:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.60 0.72 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.77 0.10 (loc) 22-23 22-23 17 l/defl >951 >334 n/a L/d 360 240 n/a PLATES MT20 M18AHS Weight: 210 lb FT = 20%F, 11%E GRIP 197/144 142/136 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SPF No.2(flat) *Except* 28-29,1-28,16-17,7-24,8-23,13-19,9-22: 2x4 SP No.3(flat) 3-26,4-26,5-26: 2x4 SP 2400F 2.0E(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)28=0-3-8, 17=0-2-12 Max Grav 28=1772(LC 1), 17=2544(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-268/19, 16-17=-283/15, 2-3=-3988/0, 3-4=-7546/0, 4-5=-7533/0, 5-7=-10858/0, 7-8=-10858/0, 8-9=-12449/0, 9-10=-12465/0, 10-11=-11150/0, 11-13=-8883/0, 13-14=-8888/0, 14-15=-4809/0 BOT CHORD 27-28=0/2265, 26-27=0/5749, 24-26=0/9109, 23-24=0/10858, 22-23=0/10858, 21-22=0/12043, 19-21=0/10271, 18-19=0/6947, 17-18=0/2536 WEBS 7-24=-576/0, 8-23=-1123/0, 2-28=-2833/0, 2-27=0/2280, 3-27=-2335/0, 3-26=0/2234, 4-26=-271/35, 13-19=-274/19, 14-19=0/2419, 14-18=-2827/0, 15-18=0/3022, 15-17=-3470/0, 9-22=-1063/0, 8-22=0/2262, 5-26=-2035/0, 5-24=0/2406, 10-22=-93/700, 10-21=-1161/0, 11-21=0/1135, 11-19=-1791/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 17. 5) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 828 lb down at 11-6-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 August 22,2022 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 J22205840 Truss FG22 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757374 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:49 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-mnfuRnMaOvJsQ2PHxhhfgGpmBVXAuakgDpFAgTymLRG LOAD CASE(S) Standard Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-96, 16-37=-176 Concentrated Loads (lb) Vert: 9=-777(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-96, 16-37=-176 Concentrated Loads (lb) Vert: 9=-777(F) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-8=-96, 8-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 9=-828(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-7=-32, 7-37=-96, 16-37=-176 Concentrated Loads (lb) Vert: 9=-777(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-8=-96, 8-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 9=-828(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-7=-32, 7-37=-96, 16-37=-176 Concentrated Loads (lb) Vert: 9=-777(F) 7) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 1=-250 9=-344(F) 8) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 9=-344(F) 31=-250 9) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 9=-344(F) 32=-250 10) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 9=-344(F) 33=-250 11) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 9=-344(F) 34=-250 12) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 6=-250 9=-344(F) 13) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 9=-344(F) 35=-250 14) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 9=-344(F) 36=-250 15) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 9=-344(F) 38=-250 16) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J22205840 Truss FG22 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757374 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:49 2022 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-mnfuRnMaOvJsQ2PHxhhfgGpmBVXAuakgDpFAgTymLRG LOAD CASE(S) Standard Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 9=-344(F) 39=-250 17) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 12=-250 9=-344(F) 18) 12th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 9=-344(F) 40=-250 19) 13th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 9=-344(F) 41=-250 20) 14th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 9=-344(F) 42=-250 21) 15th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 16=-250 9=-344(F) 22) 16th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 1=-250 9=-344(F) 23) 17th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 1=-250 9=-344(F) 24) 18th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 2=-250 9=-344(F) 25) 19th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 3=-250 9=-344(F) 26) 20th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 4=-250 9=-344(F) 27) 21st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 9=-344(F) 5=-250 28) 22nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 7=-250 9=-344(F) 29) 23rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 8=-250 9=-344(F) 30) 24th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 9=-594(F=-344) 31) 25th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J22205840 Truss FG22 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757374 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:49 2022 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-mnfuRnMaOvJsQ2PHxhhfgGpmBVXAuakgDpFAgTymLRG LOAD CASE(S) Standard Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 9=-344(F) 10=-250 32) 26th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 9=-344(F) 11=-250 33) 27th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 13=-250 9=-344(F) 34) 28th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 14=-250 9=-344(F) 35) 29th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 28-30=-16, 17-30=-116(F=-100), 1-37=-32, 16-37=-112 Concentrated Loads (lb) Vert: 15=-250 9=-344(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 J22205840 Truss FG23 Truss Type Floor Girder Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757375 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:50 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-FzCHf7NC9DRj2C_UUPCuCUL_Ivr?dyrqST_jCvymLRF Scale = 1:20.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 4x6 2x4 4x8 3x4 2x4 3x12 3x4 5x6 5x12 2-10-8 2-10-8 8-0-0 5-1-8 8-1-8 0-1-8 9-1-4 0-11-12 10-1-0 0-11-12 10-2-8 0-1-8 11-6-12 1-4-4 12-7-0 1-0-4 1-3-0 1-11-8 1-2-0 0-7-0 0-1-8 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [9:0-3-0,Edge], [10:Edge,0-1-8], [12:0-1-8,0-0-0], [13:0-1-8,Edge], [17:0-1-8,0-1-8], [18:0-1-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.45 0.81 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.20 0.04 (loc) 13-14 13-14 10 l/defl >999 >745 n/a L/d 480 360 n/a PLATES MT20 Weight: 75 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 16=0-3-8 Max Grav 10=1465(LC 1), 16=740(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-265/22, 9-10=-1443/0, 2-3=-1360/0, 3-4=-2072/0, 4-5=-2072/0, 5-6=-1885/0, 6-7=-1885/0, 7-8=-1014/0, 8-9=-1021/0 BOT CHORD 15-16=0/852, 14-15=0/1822, 13-14=0/2178, 12-13=0/1885, 11-12=0/1885 WEBS 6-13=0/335, 2-16=-1087/0, 2-15=0/689, 3-15=-627/0, 3-14=-6/379, 5-14=-264/106, 5-13=-525/16, 8-11=-775/0, 7-11=-1124/0, 9-11=0/1587 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x6 MT20 unless otherwise indicated. 3) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 828 lb down at 11-6-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 10-16=-16, 1-8=-96, 8-9=-176 Concentrated Loads (lb) Vert: 8=-777(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 10-16=-16, 1-8=-96, 8-9=-176 Concentrated Loads (lb) Vert: 8=-777(F) Continued on page 2 August 22,2022 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 J22205840 Truss FG23 Truss Type Floor Girder Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757375 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:50 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-FzCHf7NC9DRj2C_UUPCuCUL_Ivr?dyrqST_jCvymLRF LOAD CASE(S) Standard 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 10-16=-16, 1-7=-96, 7-8=-32, 8-9=-112 Concentrated Loads (lb) Vert: 8=-828(F) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 10-16=-16, 1-6=-32, 6-8=-96, 8-9=-176 Concentrated Loads (lb) Vert: 8=-777(F) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 10-16=-16, 1-7=-96, 7-8=-32, 8-9=-112 Concentrated Loads (lb) Vert: 8=-828(F) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 10-16=-16, 1-6=-32, 6-8=-96, 8-9=-176 Concentrated Loads (lb) Vert: 8=-777(F) 7) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 10-16=-16, 1-8=-32, 8-9=-112 Concentrated Loads (lb) Vert: 1=-250 8=-344(F) 8) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 10-16=-16, 1-8=-32, 8-9=-112 Concentrated Loads (lb) Vert: 8=-344(F) 19=-250 9) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 10-16=-16, 1-8=-32, 8-9=-112 Concentrated Loads (lb) Vert: 8=-344(F) 20=-250 10) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 10-16=-16, 1-8=-32, 8-9=-112 Concentrated Loads (lb) Vert: 8=-344(F) 21=-250 11) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 10-16=-16, 1-8=-32, 8-9=-112 Concentrated Loads (lb) Vert: 8=-344(F) 22=-250 12) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 10-16=-16, 1-8=-32, 8-9=-112 Concentrated Loads (lb) Vert: 8=-344(F) 23=-250 13) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 10-16=-16, 1-8=-32, 8-9=-112 Concentrated Loads (lb) Vert: 8=-344(F) 24=-250 14) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 10-16=-16, 1-8=-32, 8-9=-112 Concentrated Loads (lb) Vert: 8=-344(F) 25=-250 15) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 10-16=-16, 1-8=-32, 8-9=-112 Concentrated Loads (lb) Vert: 8=-344(F) 26=-250 16) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 10-16=-16, 1-8=-32, 8-9=-112 Concentrated Loads (lb) Vert: 9=-250 8=-344(F) 17) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 10-16=-16, 1-8=-32, 8-9=-112 Concentrated Loads (lb) Vert: 1=-250 8=-344(F) Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J22205840 Truss FG23 Truss Type Floor Girder Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757375 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:50 2022 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-FzCHf7NC9DRj2C_UUPCuCUL_Ivr?dyrqST_jCvymLRF LOAD CASE(S) Standard 18) 12th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 10-16=-16, 1-8=-32, 8-9=-112 Concentrated Loads (lb) Vert: 1=-250 8=-344(F) 19) 13th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 10-16=-16, 1-8=-32, 8-9=-112 Concentrated Loads (lb) Vert: 2=-250 8=-344(F) 20) 14th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 10-16=-16, 1-8=-32, 8-9=-112 Concentrated Loads (lb) Vert: 3=-250 8=-344(F) 21) 15th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 10-16=-16, 1-8=-32, 8-9=-112 Concentrated Loads (lb) Vert: 4=-250 8=-344(F) 22) 16th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 10-16=-16, 1-8=-32, 8-9=-112 Concentrated Loads (lb) Vert: 5=-250 8=-344(F) 23) 17th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 10-16=-16, 1-8=-32, 8-9=-112 Concentrated Loads (lb) Vert: 6=-250 8=-344(F) 24) 18th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 10-16=-16, 1-8=-32, 8-9=-112 Concentrated Loads (lb) Vert: 7=-250 8=-344(F) 25) 19th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 10-16=-16, 1-8=-32, 8-9=-112 Concentrated Loads (lb) Vert: 8=-594(F=-344) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J22205840 Truss FG24 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757376 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:52 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-BMK14pPShqhRHV8scqEMIvRKBiXM5qm6vnTqHoymLRD Scale = 1:35.5 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 31 32 33 34 3536 37 38 3x16 M18AHS FP 3x6 FP3x6 FP 4x6 2x4 3x12 6x6 4x6 5x6 4x6 6x6 3x4 3x4 4x8 6x6 4x8 6x8 4x6 8-1-8 8-1-8 9-1-4 0-11-12 10-1-0 0-11-12 21-7-4 11-6-4 1-3-0 1-11-8 1-0-4 0-1-8 1-4-01-4-0Plate Offsets (X,Y)-- [16:Edge,0-1-8], [21:0-1-8,0-0-0], [22:0-1-8,Edge], [27:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.42 0.82 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.69 0.13 (loc) 20-21 20-21 16 l/defl >942 >372 n/a L/d 480 240 n/a PLATES MT20 M18AHS Weight: 128 lb FT = 20%F, 11%E GRIP 197/144 186/179 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)26=0-3-8, 16=0-2-12 Max Grav 26=1261(LC 1), 16=1466(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-267/19, 15-16=-264/33, 2-3=-2574/0, 3-4=-4448/0, 4-5=-4448/0, 5-7=-5925/0, 7-8=-5925/0, 8-9=-6136/0, 9-10=-5909/0, 10-12=-5035/0, 12-13=-5035/0, 13-14=-2742/0 BOT CHORD 25-26=0/1502, 24-25=0/3588, 22-24=0/5070, 21-22=0/5925, 20-21=0/5925, 19-20=0/6234, 18-19=0/5547, 17-18=0/4019, 16-17=0/1416 WEBS 7-22=-745/0, 2-26=-1917/0, 2-25=0/1454, 3-25=-1375/0, 3-24=0/1142, 4-24=-303/0, 5-24=-827/0, 5-22=0/1349, 8-20=-75/501, 9-20=-329/147, 9-19=-441/0, 10-19=0/492, 10-18=-679/0, 12-18=-564/0, 13-18=0/1349, 13-17=-1733/0, 14-17=0/1798, 14-16=-2003/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 16. 5) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-26=-16, 1-15=-96 Concentrated Loads (lb) Vert: 35=-350 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 August 22,2022 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 J22205840 Truss FG24 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757376 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:52 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-BMK14pPShqhRHV8scqEMIvRKBiXM5qm6vnTqHoymLRD LOAD CASE(S) Standard Uniform Loads (plf) Vert: 16-26=-16, 1-15=-96 Concentrated Loads (lb) Vert: 35=-350 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-26=-16, 1-8=-96, 8-15=-32 Concentrated Loads (lb) Vert: 35=-350 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-26=-16, 1-7=-32, 7-15=-96 Concentrated Loads (lb) Vert: 35=-350 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-26=-16, 1-8=-96, 8-15=-32 Concentrated Loads (lb) Vert: 35=-350 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-26=-16, 1-7=-32, 7-15=-96 Concentrated Loads (lb) Vert: 35=-350 7) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-26=-16, 1-15=-32 Concentrated Loads (lb) Vert: 1=-250 35=-350 8) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-26=-16, 1-15=-32 Concentrated Loads (lb) Vert: 28=-250 35=-350 9) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-26=-16, 1-15=-32 Concentrated Loads (lb) Vert: 29=-250 35=-350 10) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-26=-16, 1-15=-32 Concentrated Loads (lb) Vert: 30=-250 35=-350 11) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-26=-16, 1-15=-32 Concentrated Loads (lb) Vert: 31=-250 35=-350 12) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-26=-16, 1-15=-32 Concentrated Loads (lb) Vert: 6=-250 35=-350 13) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-26=-16, 1-15=-32 Concentrated Loads (lb) Vert: 32=-250 35=-350 14) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-26=-16, 1-15=-32 Concentrated Loads (lb) Vert: 33=-250 35=-350 15) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-26=-16, 1-15=-32 Concentrated Loads (lb) Vert: 34=-250 35=-350 16) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-26=-16, 1-15=-32 Concentrated Loads (lb) Vert: 11=-250 35=-350 17) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J22205840 Truss FG24 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757376 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:52 2022 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-BMK14pPShqhRHV8scqEMIvRKBiXM5qm6vnTqHoymLRD LOAD CASE(S) Standard Uniform Loads (plf) Vert: 16-26=-16, 1-15=-32 Concentrated Loads (lb) Vert: 35=-350 36=-250 18) 12th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-26=-16, 1-15=-32 Concentrated Loads (lb) Vert: 35=-350 37=-250 19) 13th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-26=-16, 1-15=-32 Concentrated Loads (lb) Vert: 35=-350 38=-250 20) 14th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-26=-16, 1-15=-32 Concentrated Loads (lb) Vert: 15=-250 35=-350 21) 15th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-26=-16, 1-15=-32 Concentrated Loads (lb) Vert: 1=-250 35=-350 22) 16th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-26=-16, 1-15=-32 Concentrated Loads (lb) Vert: 1=-250 35=-350 23) 17th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-26=-16, 1-15=-32 Concentrated Loads (lb) Vert: 2=-250 35=-350 24) 18th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-26=-16, 1-15=-32 Concentrated Loads (lb) Vert: 3=-250 35=-350 25) 19th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-26=-16, 1-15=-32 Concentrated Loads (lb) Vert: 4=-250 35=-350 26) 20th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-26=-16, 1-15=-32 Concentrated Loads (lb) Vert: 5=-250 35=-350 27) 21st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-26=-16, 1-15=-32 Concentrated Loads (lb) Vert: 7=-250 35=-350 28) 22nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-26=-16, 1-15=-32 Concentrated Loads (lb) Vert: 8=-250 35=-350 29) 23rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-26=-16, 1-15=-32 Concentrated Loads (lb) Vert: 9=-250 35=-350 30) 24th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-26=-16, 1-15=-32 Concentrated Loads (lb) Vert: 10=-250 35=-350 31) 25th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-26=-16, 1-15=-32 Concentrated Loads (lb) Vert: 12=-250 35=-350 32) 26th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J22205840 Truss FG24 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757376 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:52 2022 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-BMK14pPShqhRHV8scqEMIvRKBiXM5qm6vnTqHoymLRD LOAD CASE(S) Standard Uniform Loads (plf) Vert: 16-26=-16, 1-15=-32 Concentrated Loads (lb) Vert: 13=-250 35=-350 33) 27th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-26=-16, 1-15=-32 Concentrated Loads (lb) Vert: 14=-250 35=-350 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J22205840 Truss FG25 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757377 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:54 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-7lSnVVQiDSx9XpIFjEHqNKWgfWEdZl1PN5ywLhymLRB Scale = 1:36.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 29 30 31 32 33 34 35 3637 38 39 3x16 M18AHS FP 3x16 M18AHS FP6x10 6x10 3x6 FP3x6 FP 5x6 4x6 6x8 6x8 6x6 6x8 6x6 4x8 6x6 6x6 6x8 6x8 8-1-8 8-1-8 9-1-4 0-11-12 10-1-0 0-11-12 21-7-4 11-6-4 1-3-0 1-11-8 1-0-4 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [8:0-3-0,Edge], [22:0-3-0,0-0-0], [23:0-3-0,Edge], [28:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.42 0.77 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.64 0.09 (loc) 21-22 21-22 16 l/defl >820 >401 n/a L/d 480 240 n/a PLATES MT20 M18AHS Weight: 151 lb FT = 20%F, 11%E GRIP 197/144 142/136 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)27=0-3-8, 16=0-2-12 Max Grav 27=1386(LC 1), 16=2492(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-268/18, 15-16=-325/0, 2-3=-3028/0, 3-4=-5240/0, 4-5=-5240/0, 5-7=-7244/0, 7-8=-7244/0, 8-9=-7778/0, 9-10=-7793/0, 10-12=-7141/0, 12-13=-7121/0, 13-14=-4399/0 BOT CHORD 26-27=0/1748, 25-26=0/4226, 23-25=0/6164, 22-23=0/7244, 21-22=0/7244, 20-21=0/8000, 18-20=0/7564, 17-18=0/6243, 16-17=0/2537 WEBS 7-23=-625/0, 8-22=-472/0, 2-27=-2185/0, 2-26=0/1693, 3-26=-1586/0, 3-25=0/1315, 4-25=-282/0, 5-25=-1198/0, 5-23=0/1599, 8-21=0/944, 9-21=-503/0, 9-20=-273/153, 10-20=-116/303, 10-18=-540/90, 12-18=-550/0, 13-18=0/1160, 13-17=-2440/0, 14-17=0/2475, 14-16=-3472/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 16. 5) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-96, 15-36=-346 Concentrated Loads (lb) Vert: 36=-350 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 August 22,2022 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 J22205840 Truss FG25 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757377 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:54 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-7lSnVVQiDSx9XpIFjEHqNKWgfWEdZl1PN5ywLhymLRB LOAD CASE(S) Standard Uniform Loads (plf) Vert: 16-27=-16, 1-36=-96, 15-36=-346 Concentrated Loads (lb) Vert: 36=-350 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-8=-96, 8-36=-32, 15-36=-282 Concentrated Loads (lb) Vert: 36=-350 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-7=-32, 7-36=-96, 15-36=-346 Concentrated Loads (lb) Vert: 36=-350 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-8=-96, 8-36=-32, 15-36=-282 Concentrated Loads (lb) Vert: 36=-350 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-27=-16, 1-7=-32, 7-36=-96, 15-36=-346 Concentrated Loads (lb) Vert: 36=-350 7) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 15-36=-282 Concentrated Loads (lb) Vert: 1=-250 36=-350 8) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 15-36=-282 Concentrated Loads (lb) Vert: 29=-250 36=-350 9) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 15-36=-282 Concentrated Loads (lb) Vert: 30=-250 36=-350 10) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 15-36=-282 Concentrated Loads (lb) Vert: 31=-250 36=-350 11) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 15-36=-282 Concentrated Loads (lb) Vert: 32=-250 36=-350 12) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 15-36=-282 Concentrated Loads (lb) Vert: 6=-250 36=-350 13) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 15-36=-282 Concentrated Loads (lb) Vert: 33=-250 36=-350 14) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 15-36=-282 Concentrated Loads (lb) Vert: 34=-250 36=-350 15) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 15-36=-282 Concentrated Loads (lb) Vert: 35=-250 36=-350 16) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 15-36=-282 Concentrated Loads (lb) Vert: 11=-250 36=-350 17) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J22205840 Truss FG25 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757377 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:54 2022 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-7lSnVVQiDSx9XpIFjEHqNKWgfWEdZl1PN5ywLhymLRB LOAD CASE(S) Standard Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 15-36=-282 Concentrated Loads (lb) Vert: 36=-350 37=-250 18) 12th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 15-36=-282 Concentrated Loads (lb) Vert: 36=-350 38=-250 19) 13th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 15-36=-282 Concentrated Loads (lb) Vert: 36=-350 39=-250 20) 14th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 15-36=-282 Concentrated Loads (lb) Vert: 15=-250 36=-350 21) 15th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 15-36=-282 Concentrated Loads (lb) Vert: 1=-250 36=-350 22) 16th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 15-36=-282 Concentrated Loads (lb) Vert: 1=-250 36=-350 23) 17th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 15-36=-282 Concentrated Loads (lb) Vert: 2=-250 36=-350 24) 18th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 15-36=-282 Concentrated Loads (lb) Vert: 3=-250 36=-350 25) 19th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 15-36=-282 Concentrated Loads (lb) Vert: 4=-250 36=-350 26) 20th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 15-36=-282 Concentrated Loads (lb) Vert: 5=-250 36=-350 27) 21st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 15-36=-282 Concentrated Loads (lb) Vert: 7=-250 36=-350 28) 22nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 15-36=-282 Concentrated Loads (lb) Vert: 8=-250 36=-350 29) 23rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 15-36=-282 Concentrated Loads (lb) Vert: 9=-250 36=-350 30) 24th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 15-36=-282 Concentrated Loads (lb) Vert: 10=-250 36=-350 31) 25th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 15-36=-282 Concentrated Loads (lb) Vert: 12=-250 36=-350 32) 26th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J22205840 Truss FG25 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757377 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:54 2022 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-7lSnVVQiDSx9XpIFjEHqNKWgfWEdZl1PN5ywLhymLRB LOAD CASE(S) Standard Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 15-36=-282 Concentrated Loads (lb) Vert: 13=-250 36=-350 33) 27th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 16-27=-16, 1-36=-32, 15-36=-282 Concentrated Loads (lb) Vert: 14=-250 36=-350 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J22205840 Truss FG26 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757378 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:55 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-bx0AirRK_l308ztRHyo3vX3uswixILEZcliUt7ymLRA Scale = 1:9.4 1 2 3 4 8 7 6 5 9 10 11 3x6 3x6 3x6 3x6 3x6 3x6 2x4 2x4 3-10-4 3-10-4 1-3-0 0-7-4 1-4-01-4-0Plate Offsets (X,Y)-- [6:0-1-8,0-0-0], [7:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.20 0.25 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.01 (loc) 7 7 5 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 26 lb FT = 20%F, 11%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=0-2-12 Max Grav 8=1093(LC 7), 5=1093(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-538/0, 4-5=-538/0, 2-3=-840/0 BOT CHORD 7-8=0/840, 6-7=0/840, 5-6=0/840 WEBS 3-5=-1074/0, 2-8=-1074/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 3) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-516 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-516 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-3=-516, 3-4=-452 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-2=-452, 2-4=-516 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-3=-516, 3-4=-452 Continued on page 2 August 22,2022 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 J22205840 Truss FG26 Truss Type FLOOR GIRDER Qty 2 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757378 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:55 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-bx0AirRK_l308ztRHyo3vX3uswixILEZcliUt7ymLRA LOAD CASE(S) Standard 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-16, 1-2=-452, 2-4=-516 7) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-452 Concentrated Loads (lb) Vert: 1=-250 8) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-452 Concentrated Loads (lb) Vert: 9=-250 9) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-452 Concentrated Loads (lb) Vert: 10=-250 10) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-452 Concentrated Loads (lb) Vert: 11=-250 11) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-452 Concentrated Loads (lb) Vert: 4=-250 12) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-452 Concentrated Loads (lb) Vert: 2=-250 13) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 5-8=-16, 1-4=-452 Concentrated Loads (lb) Vert: 3=-250 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J22205840 Truss FG27 Truss Type Floor Girder Qty 6 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757379 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:58 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-0WhIKsTDHgSa?Qb0y4LmXAhM57dMVbz?Ijw8USymLR7 Scale = 1:22.8 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 28 29 2x4 2x4 3x6 3x6 6x10 6x10 3x6 5x6 5x6 6x10 6x10 3x6 2-9-0 2-9-0 6-5-12 3-8-12 7-1-4 0-7-8 8-4-0 1-2-12 10-10-0 2-6-0 13-7-0 2-9-0 1-3-0 0-11-0 0-3-0 0-11-0 0-1-8 0-1-8 1-4-00-1-81-4-0Plate Offsets (X,Y)-- [5:0-4-8,Edge], [6:0-4-8,Edge], [14:0-3-0,Edge], [15:0-3-0,Edge], [19:0-1-8,0-1-0], [20:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 20.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.33 0.59 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.30 0.06 (loc) 15 14-15 11 l/defl >999 >535 n/a L/d 480 360 n/a PLATES MT20 Weight: 137 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)18=0-5-8, 11=0-5-8 Max Grav 18=2175(LC 1), 11=2175(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-273/17, 10-11=-273/17, 2-3=-4812/0, 3-4=-8743/0, 4-5=-8745/0, 5-6=-10144/0, 6-7=-8745/0, 7-8=-8743/0, 8-9=-4812/0 BOT CHORD 17-18=0/2646, 16-17=0/6870, 15-16=0/10145, 14-15=0/10144, 13-14=0/10145, 12-13=0/6870, 11-12=0/2646 WEBS 9-11=-3365/0, 2-18=-3365/0, 9-12=0/2866, 2-17=0/2866, 8-12=-2724/0, 3-17=-2724/0, 8-13=0/2506, 3-16=0/2506, 4-16=-289/11, 5-16=-2109/0, 6-13=-2109/0, 7-13=-289/11 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 6x8 MT20 unless otherwise indicated. 3) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 97 lb down at 6-5-12, and 97 lb down at 7-1-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-96 Concentrated Loads (lb) Vert: 5=-1328(B=-78) 6=-1328(B=-78) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-96 Concentrated Loads (lb) Vert: 5=-1328(B=-78) 6=-1328(B=-78) Continued on page 2 August 22,2022 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 J22205840 Truss FG27 Truss Type Floor Girder Qty 6 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757379 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:58 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-0WhIKsTDHgSa?Qb0y4LmXAhM57dMVbz?Ijw8USymLR7 LOAD CASE(S) Standard 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-18=-32, 1-6=-96, 6-10=-32 Concentrated Loads (lb) Vert: 5=-1330(B=-80) 6=-1347(B=-97) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-18=-32, 1-5=-32, 5-10=-96 Concentrated Loads (lb) Vert: 5=-1347(B=-97) 6=-1330(B=-80) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-18=-32, 1-6=-96, 6-10=-32 Concentrated Loads (lb) Vert: 5=-1330(B=-80) 6=-1347(B=-97) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-18=-32, 1-5=-32, 5-10=-96 Concentrated Loads (lb) Vert: 5=-1347(B=-97) 6=-1330(B=-80) 7) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 1=-250 5=-1328(B=-78) 6=-1328(B=-78) 8) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 5=-1328(B=-78) 6=-1328(B=-78) 21=-250 9) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 5=-1328(B=-78) 6=-1328(B=-78) 22=-250 10) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 5=-1328(B=-78) 6=-1328(B=-78) 23=-250 11) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 5=-1328(B=-78) 6=-1328(B=-78) 24=-250 12) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 5=-1328(B=-78) 6=-1328(B=-78) 25=-250 13) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 5=-1328(B=-78) 6=-1328(B=-78) 26=-250 14) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 5=-1328(B=-78) 6=-1328(B=-78) 27=-250 15) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 5=-1328(B=-78) 6=-1328(B=-78) 28=-250 16) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 5=-1328(B=-78) 6=-1328(B=-78) 29=-250 17) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 10=-250 5=-1328(B=-78) 6=-1328(B=-78) Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J22205840 Truss FG27 Truss Type Floor Girder Qty 6 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757379 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:58 2022 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-0WhIKsTDHgSa?Qb0y4LmXAhM57dMVbz?Ijw8USymLR7 LOAD CASE(S) Standard 18) 12th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 1=-250 5=-1328(B=-78) 6=-1328(B=-78) 19) 13th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 1=-250 5=-1328(B=-78) 6=-1328(B=-78) 20) 14th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 2=-250 5=-1328(B=-78) 6=-1328(B=-78) 21) 15th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 3=-250 5=-1328(B=-78) 6=-1328(B=-78) 22) 16th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 4=-250 5=-1328(B=-78) 6=-1328(B=-78) 23) 17th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 5=-1578(B=-78) 6=-1328(B=-78) 24) 18th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 5=-1328(B=-78) 6=-1578(B=-78) 25) 19th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 5=-1328(B=-78) 6=-1328(B=-78) 7=-250 26) 20th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 8=-250 5=-1328(B=-78) 6=-1328(B=-78) 27) 21st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 9=-250 5=-1328(B=-78) 6=-1328(B=-78) 28) Reversal: Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-96 Concentrated Loads (lb) Vert: 5=-1293(B=-43) 6=-1293(B=-43) 29) Reversal: Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-96 Concentrated Loads (lb) Vert: 5=-1293(B=-43) 6=-1293(B=-43) 30) Reversal: 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-18=-32, 1-6=-96, 6-10=-32 Concentrated Loads (lb) Vert: 5=-1293(B=-43) 6=-1301(B=-51) 31) Reversal: 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-18=-32, 1-5=-32, 5-10=-96 Concentrated Loads (lb) Vert: 5=-1301(B=-51) 6=-1293(B=-43) 32) Reversal: 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-18=-32, 1-6=-96, 6-10=-32 Concentrated Loads (lb) Vert: 5=-1293(B=-43) 6=-1301(B=-51) Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J22205840 Truss FG27 Truss Type Floor Girder Qty 6 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757379 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:05:58 2022 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-0WhIKsTDHgSa?Qb0y4LmXAhM57dMVbz?Ijw8USymLR7 LOAD CASE(S) Standard 33) Reversal: 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-18=-32, 1-5=-32, 5-10=-96 Concentrated Loads (lb) Vert: 5=-1301(B=-51) 6=-1293(B=-43) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J22205840 Truss FG30 Truss Type FLOOR GIRDER Qty 22 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757380 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:06:00 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-yup3lYVToIiIFklP4VOEcbmjzxKDzVYIl1PFZKymLR5 Scale = 1:22.0 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 28 29 3x6 3x6 6x6 6x8 6x6 6x8 6x8 6x8 6x8 6x8 6x10 6x10 3x6 5x6 5x6 6x10 6x10 3x6 2x4 2x4 -0-2-12 0-2-12 2-6-4 2-6-4 6-3-0 3-8-12 6-10-8 0-7-8 8-1-4 1-2-12 10-7-4 2-6-0 13-1-8 2-6-4 13-4-4 0-2-12 1-0-4 1-3-0 0-11-0 0-3-0 0-11-0 1-0-4 0-1-8 0-1-8 1-2-81-4-00-1-81-4-0Plate Offsets (X,Y)-- [5:0-4-8,Edge], [6:0-4-8,Edge], [14:0-3-0,Edge], [15:0-3-0,Edge], [19:0-1-8,0-1-0], [20:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 20.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.31 0.56 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.27 0.06 (loc) 15 14-15 11 l/defl >999 >576 n/a L/d 480 360 n/a PLATES MT20 Weight: 134 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SP No.3(flat) *Except* 18-19,1-18,11-20,10-11: 2x4 SP 2400F 2.0E(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-2-12, 18=0-2-12 Max Grav 11=2146(LC 1), 18=2146(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4359/0, 3-4=-8290/0, 4-5=-8292/0, 5-6=-9691/0, 6-7=-8292/0, 7-8=-8290/0, 8-9=-4359/0, 1-18=-265/36, 10-11=-265/36 BOT CHORD 17-18=0/2224, 16-17=0/6416, 15-16=0/9691, 14-15=0/9691, 13-14=0/9691, 12-13=0/6416, 11-12=0/2223 WEBS 9-11=-3040/0, 2-18=-3040/0, 9-12=0/2840, 2-17=0/2840, 8-12=-2721/0, 3-17=-2721/0, 8-13=0/2510, 3-16=0/2510, 4-16=-290/9, 5-16=-2103/0, 6-13=-2103/0, 7-13=-290/9 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11, 18. 3) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 99 lb down at 6-5-12, and 99 lb down at 7-1-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-96 Concentrated Loads (lb) Vert: 5=-1328(B=-78) 6=-1328(B=-78) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-96 Continued on page 2 August 22,2022 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 J22205840 Truss FG30 Truss Type FLOOR GIRDER Qty 22 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757380 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:06:00 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-yup3lYVToIiIFklP4VOEcbmjzxKDzVYIl1PFZKymLR5 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-1328(B=-78) 6=-1328(B=-78) 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-18=-32, 1-6=-96, 6-10=-32 Concentrated Loads (lb) Vert: 5=-1332(B=-82) 6=-1349(B=-99) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-18=-32, 1-5=-32, 5-10=-96 Concentrated Loads (lb) Vert: 5=-1349(B=-99) 6=-1332(B=-82) 5) 3rd chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-18=-32, 1-6=-96, 6-10=-32 Concentrated Loads (lb) Vert: 5=-1332(B=-82) 6=-1349(B=-99) 6) 4th chase Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-18=-32, 1-5=-32, 5-10=-96 Concentrated Loads (lb) Vert: 5=-1349(B=-99) 6=-1332(B=-82) 7) 1st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 1=-250 5=-1328(B=-78) 6=-1328(B=-78) 8) 2nd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 5=-1328(B=-78) 6=-1328(B=-78) 21=-250 9) 3rd Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 5=-1328(B=-78) 6=-1328(B=-78) 22=-250 10) 4th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 5=-1328(B=-78) 6=-1328(B=-78) 23=-250 11) 5th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 5=-1328(B=-78) 6=-1328(B=-78) 24=-250 12) 6th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 5=-1328(B=-78) 6=-1328(B=-78) 25=-250 13) 7th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 5=-1328(B=-78) 6=-1328(B=-78) 26=-250 14) 8th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 5=-1328(B=-78) 6=-1328(B=-78) 27=-250 15) 9th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 5=-1328(B=-78) 6=-1328(B=-78) 28=-250 16) 10th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 5=-1328(B=-78) 6=-1328(B=-78) 29=-250 17) 11th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J22205840 Truss FG30 Truss Type FLOOR GIRDER Qty 22 Ply 1 ONYX+EAST - MELANGE B2 - 3RD FLOOR Job Reference (optional) I53757380 8.530 s Dec 6 2021 MiTek Industries, Inc. Fri Aug 19 08:06:00 2022 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:5Wa4ZXFxLKwDkvHxKefYCsyoLQI-yup3lYVToIiIFklP4VOEcbmjzxKDzVYIl1PFZKymLR5 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-250 5=-1328(B=-78) 6=-1328(B=-78) 18) 12th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 1=-250 5=-1328(B=-78) 6=-1328(B=-78) 19) 13th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 1=-250 5=-1328(B=-78) 6=-1328(B=-78) 20) 14th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 2=-250 5=-1328(B=-78) 6=-1328(B=-78) 21) 15th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 3=-250 5=-1328(B=-78) 6=-1328(B=-78) 22) 16th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 4=-250 5=-1328(B=-78) 6=-1328(B=-78) 23) 17th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 5=-1578(B=-78) 6=-1328(B=-78) 24) 18th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 5=-1328(B=-78) 6=-1578(B=-78) 25) 19th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 5=-1328(B=-78) 6=-1328(B=-78) 7=-250 26) 20th Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 8=-250 5=-1328(B=-78) 6=-1328(B=-78) 27) 21st Moving Load: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 11-18=-32, 1-10=-32 Concentrated Loads (lb) Vert: 9=-250 5=-1328(B=-78) 6=-1328(B=-78) 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