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HomeMy WebLinkAboutTruss Plans (3)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: I53776071 thru I53776115 My license renewal date for the state of Indiana is July 31, 2024. J22205842 ONYX+EAST - MELANGE - B2 - 4TH/ROOF 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 J22205842 Truss T01 Truss Type FLOOR Qty 18 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776071 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:18:53 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-Z9Lgeaa3NRxCC2lfALSz?JMfpGN2cq0Gp?7NxjylNjW Scale = 1:37.0 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 3x4 5x8 4x6 5x8 3x4 3x6 5x8 3x6 3x6 3x4 2x4 4x8 3x6 5x8 4-5-74-5-7 8-9-24-3-11 13-0-144-3-11 17-4-94-3-11 21-10-04-5-7 4-5-7 4-5-7 8-9-2 4-3-11 13-0-14 4-3-11 17-4-9 4-3-11 21-10-0 4-5-7 4-7-12Plate Offsets (X,Y)-- [9:0-3-8,0-2-8], [13:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 25.0 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 0.97 0.58 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 0.04 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 119 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-13,2-11,3-10,6-10,7-9: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 5-0-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-3-8, 8=0-5-8 Max Grav 14=1616(LC 1), 8=1616(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1573/0, 1-2=-1357/0, 2-3=-1999/0, 3-4=-1996/0, 4-6=-1996/0, 6-7=-1358/0, 7-8=-1574/0 BOT CHORD 11-13=0/1357, 10-11=0/1999, 9-10=0/1358 WEBS 1-13=0/1894, 2-13=-1245/0, 2-11=0/904, 3-11=-550/0, 4-10=-546/0, 6-10=0/898, 6-9=-1245/0, 7-9=0/1895 NOTES- 1) The Fabrication Tolerance at joint 5 = 11%, joint 12 = 11% 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. these are those weird buildings where they do overframing so the loading looks odd. you cant even begin to talk to this guy about what anything is so we just go with what he sends. 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 J22205842 Truss T02 Truss Type FLOOR Qty 3 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776072 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:18:54 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-1Mv3rwbi8k33qBKsk3zCXWu?Sgr5LM4Q2ftxUAylNjV Scale = 1:27.8 1 2 3 6 5 4 7 8 2x4 4x6 2x4 2x4 3x8 4x6 4-5-74-5-7 8-7-84-2-1 4-5-7 4-5-7 8-7-8 4-2-1 4-7-12LOADING (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-P 0.27 0.08 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 5 5-6 4 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 47 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=Mechanical Max Grav 6=583(LC 1), 4=583(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-548/0, 1-2=-341/0, 2-3=-341/0, 3-4=-551/0 WEBS 1-5=0/481, 2-5=-602/0, 3-5=0/498 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. 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 J22205842 Truss T03 Truss Type FLOOR Qty 8 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776073 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:18:54 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-1Mv3rwbi8k33qBKsk3zCXWuytgnBLDsQ2ftxUAylNjV Scale = 1:26.8 1 2 3 4 8 7 6 5 9 10 11 2x4 4x6 2x4 3x6 4x6 3x4 3x4 3x4 4-5-74-5-7 8-9-24-3-11 12-7-03-9-14 4-5-7 4-5-7 8-9-2 4-3-11 12-7-0 3-9-14 4-7-12LOADING (psf) TCLL TCDL BCLL BCDL 40.0 30.0 0.0 20.0 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 0.50 0.33 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 68 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed 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, 5=0-3-8 Max Grav 8=1106(LC 1), 5=1106(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-1029/0, 1-2=-789/0, 2-3=-723/0, 4-5=-341/0 BOT CHORD 6-7=0/789, 5-6=0/723 WEBS 1-7=0/1093, 2-7=-585/0, 3-6=0/286, 3-5=-1094/0 NOTES- 1) 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. 2) 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 J22205842 Truss T03A Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776074 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:18:55 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-VYTR3GbKv2BwRLv2HmUR4kR9r4914jkZHJcU0cylNjU Scale = 1:30.5 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 2x4 4x6 4x6 4x6 2x4 3x6 3x6 3x4 3x4 3x4 2x4 3x8 4-5-74-5-7 8-9-24-3-11 12-5-43-8-2 18-0-85-7-4 4-5-7 4-5-7 8-9-2 4-3-11 12-5-4 3-8-2 18-0-8 5-7-4 4-7-12LOADING (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 0.36 0.23 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.01 (loc) 9-11 9-11 7 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 94 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed 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=0-3-8, 8=0-3-8 Max Uplift 7=-16(LC 3) Max Grav 12=780(LC 3), 7=303(LC 12), 8=1561(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-741/0, 1-2=-536/0, 2-3=-392/0, 6-7=-255/62 BOT CHORD 9-11=0/536, 8-9=0/392 WEBS 1-11=0/742, 2-11=-428/0, 3-8=-874/0, 5-8=-664/0, 6-8=-257/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) The Fabrication Tolerance at joint 4 = 11%, joint 10 = 11% 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 7. 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 J22205842 Truss T04 Truss Type Flat Qty 12 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776075 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:18:57 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-SxaBUydaRfRehf3RPBXv99WRWtfgYdjskd5b5VylNjS Scale = 1:43.3 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 24 25 3x4 4x10 3x6 3x4 3x6 4x10 3x8 3x8 3x4 2x4 4x10 3x8 4x10 4x10 4-5-74-5-7 8-9-24-3-11 13-0-144-3-11 17-4-94-3-11 21-10-04-5-7 4-5-7 4-5-7 8-9-2 4-3-11 13-0-14 4-3-11 17-4-9 4-3-11 21-10-0 4-5-7 2-11-87-0-02-11-8Plate Offsets (X,Y)-- [1:0-6-8,0-2-0], [2:0-3-8,0-1-8], [6:0-3-8,0-1-8], [7:0-6-8,0-2-0], [9:0-3-8,0-2-0], [11:0-3-8,0-1-8], [13:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 25.0 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 0.61 0.92 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.35 0.07 0.05 (loc) 10-11 10-11 8 10-11 l/defl >999 >739 n/a >999 L/d 480 360 n/a 240 PLATES MT20 Weight: 100 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 14-15,8-16: 2x4 SPF 2100F 1.8E, 2-13,3-11,4-10,6-9: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 2-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)14=0-3-8, 8=0-5-8 Max Horz 14=-317(LC 8) Max Uplift 14=-96(LC 8), 8=-96(LC 9) Max Grav 14=1616(LC 1), 8=1616(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1566/153, 1-2=-2169/234, 2-3=-3201/184, 3-4=-3199/183, 4-6=-3199/183, 6-7=-2170/235, 7-8=-1567/153 BOT CHORD 13-14=-549/574, 11-13=-464/2169, 10-11=-335/3201, 9-10=-45/2170 WEBS 1-13=-174/2487, 2-13=-1228/137, 2-11=-186/1213, 3-11=-552/152, 4-10=-551/85, 6-10=-187/1210, 6-9=-1228/137, 7-9=-174/2488 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=42ft; L=22ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 21-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 lb uplift at joint 14 and 96 lb uplift at joint 8. 7) 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. 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 J22205842 Truss T04A Truss Type Flat Qty 12 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776076 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:18:58 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-w78ZhIeCCzZVIpedzu28iM3bTH?vH2u?zHr8dxylNjR Scale = 1:37.0 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 3x4 4x10 3x6 4x10 3x4 3x6 4x10 3x8 3x8 3x4 2x4 4x10 3x8 4x10 4-5-74-5-7 8-9-24-3-11 13-0-144-3-11 17-4-94-3-11 21-10-04-5-7 4-5-7 4-5-7 8-9-2 4-3-11 13-0-14 4-3-11 17-4-9 4-3-11 21-10-0 4-5-7 2-11-8Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [6:0-3-8,0-1-8], [9:0-3-8,0-2-0], [11:0-3-8,0-1-8], [13:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 25.0 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 0.66 0.92 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.36 0.07 0.05 (loc) 10-11 10-11 8 10-11 l/defl >999 >727 n/a >999 L/d 480 360 n/a 240 PLATES MT20 Weight: 90 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-13,2-11,3-10,6-10,7-9: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 2-9-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 10-11. REACTIONS. (size)14=0-3-8, 8=0-5-8 Max Horz 14=-68(LC 10) Max Uplift 14=-41(LC 8), 8=-41(LC 9) Max Grav 14=1616(LC 1), 8=1616(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1567/64, 1-2=-2172/56, 2-3=-3201/61, 3-4=-3198/61, 4-6=-3198/61, 6-7=-2173/56, 7-8=-1568/64 BOT CHORD 11-13=-95/2172, 10-11=-101/3201, 9-10=-69/2173 WEBS 1-13=-58/2508, 2-13=-1238/89, 2-11=-27/1209, 3-11=-550/65, 4-10=-549/76, 6-10=-27/1205, 6-9=-1238/89, 7-9=-58/2509 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=42ft; L=22ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 21-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 14 and 41 lb uplift at joint 8. 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. 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 J22205842 Truss T05 Truss Type Flat Qty 7 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776077 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:18:59 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-OJiyveeqzGhMwzDpWcZNEacp6hWL0Zh9Bxai9NylNjQ Scale = 1:19.7 1 2 3 4 8 7 6 5 9 10 11 12 13 2x4 3x6 2x4 3x4 3x6 3x4 3x4 3x4 0-0-60-0-6 2-3-152-3-9 6-7-104-3-11 9-4-102-9-0 9-5-00-0-6 2-3-15 2-3-15 6-7-10 4-3-11 9-5-0 2-9-6 2-11-8LOADING (psf) TCLL TCDL BCLL BCDL 40.0 25.0 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 0.47 0.20 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.04 0.01 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 480 360 n/a 240 PLATES MT20 Weight: 42 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)8=0-4-3, 5=0-4-3 Max Uplift 8=-25(LC 8), 5=-25(LC 8) Max Grav 8=684(LC 1), 5=684(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-665/52, 1-2=-490/27, 2-3=-550/29, 4-5=-293/28 BOT CHORD 6-7=-27/490, 5-6=-29/550 WEBS 1-7=-41/764, 2-7=-524/78, 3-5=-772/39 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=42ft; L=22ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 8 and 25 lb uplift at joint 5. 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. 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 J22205842 Truss T06 Truss Type FLAT Qty 46 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776078 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:00 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-sVGK6zfSkapDY6n?4J4cnn8xE5sEly_IQbKFhpylNjP Scale = 1:40.4 1 2 3 6 5 4 8 7 9 10 11 2x4 5x10 MT18HS 2x4 5x12 2x4 3x12 3-3-23-3-2 6-11-83-8-6 3-3-2 3-3-2 6-11-8 3-8-6 1-4-07-0-01-0-81-4-0Plate Offsets (X,Y)-- [1:0-6-8,0-3-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 25.0 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-P 0.70 0.23 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.06 0.00 0.02 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 480 360 n/a 240 PLATES MT20 MT18HS Weight: 38 lb FT = 11% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-7: 2x4 SPF 2100F 1.8E OTHERS 2x4 SPF 2100F 1.8E LBR SCAB 6-7 2x4 SPF 2100F 1.8E one side BRACING- TOP CHORD Sheathed or 4-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-2-3 oc bracing. REACTIONS. (size)6=0-3-8, 4=Mechanical Max Horz 6=-228(LC 10) Max Uplift 6=-142(LC 8), 4=-143(LC 9) Max Grav 6=678(LC 1), 4=595(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-637/291, 1-2=-1270/659, 2-3=-1270/659, 3-4=-551/233 BOT CHORD 5-6=-912/1139 WEBS 1-5=-465/1044, 2-5=-604/171, 3-5=-686/1324 NOTES- 1) Attached 6-8-8 scab 6 to 7, front face(s) 2x4 SPF 2100F 1.8E with 1 row(s) of 10d (0.131"x3") nails spaced 9" o.c.. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=42ft; L=22ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-3-2, Interior(1) 3-3-2 to 6-9-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 142 lb uplift at joint 6 and 143 lb uplift at joint 4. 10) Load case(s) 1, 2, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) 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. LOAD CASE(S) Standard 1) Dead + Snow (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 J22205842 Truss T06 Truss Type FLAT Qty 46 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776078 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:00 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-sVGK6zfSkapDY6n?4J4cnn8xE5sEly_IQbKFhpylNjP LOAD CASE(S) Standard Uniform Loads (plf) Vert: 4-6=-20 Trapezoidal Loads (plf) Vert: 1=-210-to-3=-130 2) Dead + 0.75 Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-6=-20 Trapezoidal Loads (plf) Vert: 1=-170-to-3=-110 17) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-6=-20 Horz: 1-6=15, 1-7=27 Trapezoidal Loads (plf) Vert: 1=-170-to-3=-110 18) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-6=-20 Horz: 1-6=-4, 1-7=-27 Trapezoidal Loads (plf) Vert: 1=-170-to-3=-110 19) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-6=-20 Horz: 1-6=-7, 1-7=-18 Trapezoidal Loads (plf) Vert: 1=-170-to-3=-110 20) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-6=-20 Horz: 1-6=-7, 1-7=-18 Trapezoidal Loads (plf) Vert: 1=-170-to-3=-110 21) Dead + Minimum Snow: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-6=-20 Trapezoidal Loads (plf) Vert: 1=-170-to-3=-90 22) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-6=-20 Concentrated Loads (lb) Vert: 1=-250 Trapezoidal Loads (plf) Vert: 1=-130-to-3=-50 23) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-6=-20 Concentrated Loads (lb) Vert: 9=-250 Trapezoidal Loads (plf) Vert: 1=-130-to-3=-50 24) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-6=-20 Concentrated Loads (lb) Vert: 11=-250 Trapezoidal Loads (plf) Vert: 1=-130-to-3=-50 25) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-6=-20 Concentrated Loads (lb) Vert: 3=-250 Trapezoidal Loads (plf) Vert: 1=-130-to-3=-50 26) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-6=-20 Concentrated Loads (lb) Vert: 2=-250 Trapezoidal Loads (plf) Vert: 1=-130-to-3=-50 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J22205842 Truss T07 Truss Type FLOOR Qty 10 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776079 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:01 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-KiqiJJg5Uux4AGMCe1brJ?h2SU7lUTpSfF3oEGylNjO Scale = 1:33.6 1 2 3 4 5 10 9 8 7 6 11 12 13 3x4 4x8 4x6 4x8 3x4 3x6 4x8 2x4 3x4 4x8 6-9-06-9-0 13-1-06-4-0 19-10-06-9-0 6-9-0 6-9-0 13-1-0 6-4-0 19-10-0 6-9-0 4-7-12Plate Offsets (X,Y)-- [7:0-3-8,0-2-0], [9:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.93 0.53 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.02 (loc) 7-9 7-9 6 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 97 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-9,5-7: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 4-11-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 6=0-5-8 Max Grav 10=1368(LC 1), 6=1368(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1306/0, 1-2=-1520/0, 2-4=-1520/0, 4-5=-1522/0, 5-6=-1306/0 BOT CHORD 7-9=0/1522 WEBS 1-9=0/1780, 2-9=-832/0, 4-7=-834/0, 5-7=0/1783 NOTES- 1) The Fabrication Tolerance at joint 3 = 11%, joint 8 = 11% 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 J22205842 Truss T08 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776080 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:02 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-ouO4XfhjFB3xnQxOCk64sCEGeuW_D1wbuvpMmiylNjN Scale = 1:27.9 1 2 4 3 5 2x4 4x6 2x4 3x4 6-7-86-7-8 6-7-8 6-7-8 4-7-12LOADING (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-P 0.71 0.27 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.14 0.00 (loc) 4 3-4 3 l/defl **** >525 n/a L/d 480 240 n/a PLATES MT20 Weight: 34 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 3=Mechanical Max Grav 4=443(LC 1), 3=443(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-380/0, 2-3=-380/0 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. 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 J22205842 Truss T09 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776081 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:03 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-G4ySk?iL0VBoPaWalSeJPQmTPIugyNZk6ZYvI8ylNjM Scale = 1:26.8 1 2 3 6 5 4 7 8 2x4 4x6 2x4 2x4 4x8 4x6 6-9-06-9-0 10-7-03-10-0 6-9-0 6-9-0 10-7-0 3-10-0 4-7-12LOADING (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 0.52 0.18 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.10 0.00 (loc) 5 5-6 4 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 55 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=0-3-8 Max Grav 6=720(LC 1), 4=720(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-657/0, 1-2=-510/0, 2-3=-510/0, 3-4=-697/0 WEBS 1-5=0/578, 2-5=-781/0, 3-5=0/775 NOTES- 1) 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. 2) 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 J22205842 Truss T09A Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776082 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:04 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-kHWryLiznpJf1k5nJ99YxdJetiElhpjuLDITqbylNjL Scale = 1:28.2 1 2 3 4 5 10 9 8 7 6 11 12 13 2x4 4x6 4x6 4x6 2x4 3x6 4x8 2x4 3x6 3x6 6-9-06-9-0 10-5-43-8-4 16-0-85-7-4 6-9-0 6-9-0 10-5-4 3-8-4 16-0-8 5-7-4 4-7-12LOADING (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 0.53 0.19 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.11 -0.00 (loc) 9 9-10 7 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 81 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 6=0-3-8, 7=0-3-8 Max Grav 10=671(LC 3), 6=342(LC 11), 7=1288(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-606/0, 1-2=-428/0, 2-4=-428/0, 5-6=-292/0 WEBS 1-9=0/480, 2-9=-746/0, 4-9=0/778, 4-7=-1119/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) The Fabrication Tolerance at joint 3 = 11%, joint 8 = 11% 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 J22205842 Truss T10 Truss Type Flat Qty 8 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776083 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:05 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-DT3D9hjbY6RVeugzttgnUrsnk6RoQER1at10N1ylNjK Scale = 1:40.0 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 17 4x6 6x8 3x6 4x6 4x6 5x12 2x4 3x4 4x8 6x8 6-7-156-7-15 13-2-16-6-3 19-10-06-7-15 6-7-15 6-7-15 13-2-1 6-6-3 19-10-0 6-7-15 2-11-87-0-02-11-8Plate Offsets (X,Y)-- [1:0-4-8,0-3-0], [5:0-4-8,0-3-0], [6:Edge,0-3-8], [7:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.65 0.71 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.31 0.04 0.05 (loc) 7-9 7-9 6 7-9 l/defl >999 >763 n/a >999 L/d 480 360 n/a 240 PLATES MT20 Weight: 87 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-11,6-12: 2x4 SPF 2100F 1.8E, 2-9,4-7: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 3-10-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-10-1 oc bracing. REACTIONS. (size)10=0-3-8, 6=0-5-8 Max Horz 10=-317(LC 10) Max Uplift 10=-104(LC 8), 6=-104(LC 9) Max Grav 10=1466(LC 1), 6=1466(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1398/169, 1-2=-2583/189, 2-4=-2583/189, 4-5=-2582/189, 5-6=-1398/169 BOT CHORD 9-10=-557/579, 7-9=-141/2582 WEBS 1-9=-264/2672, 2-9=-884/118, 4-9=-264/265, 4-7=-884/178, 5-7=-266/2671 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=42ft; L=22ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 19-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 10 and 104 lb uplift at joint 6. 7) 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. 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 J22205842 Truss T10A Truss Type Flat Qty 8 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776084 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:06 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-hfdbN1kDJQZMG1F9RaB002OvuVn19hYBpXnZvTylNjJ Scale = 1:33.5 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 4x6 4x8 3x6 5x8 4x6 4x6 5x12 2x4 3x4 4x8 6-7-156-7-15 13-2-16-6-3 19-10-06-7-15 6-7-15 6-7-15 13-2-1 6-6-3 19-10-0 6-7-15 2-11-8Plate Offsets (X,Y)-- [6:Edge,0-3-8], [7:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.88 0.71 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.31 0.04 0.04 (loc) 7-9 7-9 6 7-9 l/defl >999 >751 n/a >999 L/d 480 360 n/a 240 PLATES MT20 Weight: 77 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-9,4-9,5-7: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 3-7-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 6=0-5-8 Max Uplift 10=-39(LC 8), 6=-39(LC 9) Max Grav 10=1466(LC 1), 6=1466(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1399/72, 1-2=-2588/61, 2-4=-2588/61, 4-5=-2587/61, 5-6=-1399/72 BOT CHORD 7-9=-61/2587 WEBS 1-9=-64/2707, 2-9=-897/128, 4-7=-896/109, 5-7=-65/2706 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=42ft; L=22ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 19-8-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 10 and 39 lb uplift at joint 6. 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. 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 J22205842 Truss T11 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776085 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:07 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-9sBzaNlr4kiDuBqM_HiFZGx5YvA7u98K1BW7RwylNjI Scale = 1:36.4 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 2x4 4x8 4x6 4x8 2x4 3x6 4x8 3x6 3x6 3x4 2x4 4x8 3x6 4x10 4-5-74-5-7 8-9-24-3-11 13-0-144-3-12 17-4-94-3-11 21-5-84-0-15 4-5-7 4-5-7 8-9-2 4-3-11 13-0-14 4-3-12 17-4-9 4-3-11 21-5-8 4-0-15 4-7-12Plate Offsets (X,Y)-- [9:0-3-8,0-2-0], [13:0-3-8,0-2-0] 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 0.83 0.53 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.15 0.04 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 117 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-13,2-11,3-10,6-10,7-9: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 5-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-3-8, 8=Mechanical Max Grav 14=1482(LC 1), 8=1482(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1440/0, 1-2=-1240/0, 2-3=-1813/0, 3-4=-1785/0, 4-6=-1785/0, 6-7=-1155/0, 7-8=-1444/0 BOT CHORD 11-13=0/1240, 10-11=0/1813, 9-10=0/1155 WEBS 1-13=0/1730, 2-13=-1130/0, 2-11=0/806, 3-11=-482/0, 4-10=-512/0, 6-10=0/887, 6-9=-1159/0, 7-9=0/1690 NOTES- 1) The Fabrication Tolerance at joint 5 = 11%, joint 12 = 11% 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. 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 J22205842 Truss T12 Truss Type FLOOR Qty 6 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776086 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:08 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-d2lLnilUr1q4VLPYY?DU6TUF7JWGdcPTGrGgzMylNjH Scale = 1:36.6 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 2x4 4x8 4x6 4x8 2x4 3x6 4x8 3x6 3x6 3x4 2x4 4x8 3x6 4x10 4-5-74-5-7 8-9-24-3-11 13-0-144-3-12 17-4-94-3-11 21-7-44-2-11 4-5-7 4-5-7 8-9-2 4-3-11 13-0-14 4-3-12 17-4-9 4-3-11 21-7-4 4-2-11 4-7-12Plate Offsets (X,Y)-- [9:0-3-8,0-2-0], [13:0-3-8,0-2-0] 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 0.84 0.54 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.15 0.04 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 118 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-13,2-11,3-10,6-10,7-9: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 5-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-3-8, 8=0-2-12 Max Grav 14=1492(LC 1), 8=1492(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1450/0, 1-2=-1250/0, 2-3=-1833/0, 3-4=-1815/0, 4-6=-1815/0, 6-7=-1199/0, 7-8=-1453/0 BOT CHORD 11-13=0/1250, 10-11=0/1833, 9-10=0/1199 WEBS 1-13=0/1744, 2-13=-1140/0, 2-11=0/821, 3-11=-492/0, 4-10=-509/0, 6-10=0/869, 6-9=-1158/0, 7-9=0/1720 NOTES- 1) The Fabrication Tolerance at joint 5 = 11%, joint 12 = 11% 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 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 J22205842 Truss T13 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776087 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:09 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-5EJj?2m6cLyx7V_k6ikjeh0ZijxPM6EdVV?DWoylNjG Scale = 1:27.8 1 2 3 6 5 4 7 8 2x4 4x6 2x4 3x6 3x4 3x4 4-5-74-5-7 8-7-04-1-9 4-5-7 4-5-7 8-7-0 4-1-9 4-7-12LOADING (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-P 0.27 0.16 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 5 5-6 4 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 47 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=Mechanical Max Grav 6=580(LC 1), 4=580(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-545/0, 1-2=-342/0, 3-4=-311/0 BOT CHORD 4-5=0/342 WEBS 1-5=0/482, 2-4=-501/0 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. 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 J22205842 Truss T14 Truss Type FLOOR Qty 8 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776088 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:09 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-5EJj?2m6cLyx7V_k6ikjeh0bQjvxM9TdVV?DWoylNjG Scale = 1:27.9 1 2 3 5 4 6 7 3x4 2x4 2x4 3x4 3x4 6-7-86-7-8 3-3-12 3-3-12 6-7-8 3-3-12 4-2-44-7-124-2-44-7-12LOADING (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-P 0.16 0.32 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.14 0.00 (loc) 5 4-5 4 l/defl **** >525 n/a L/d 480 240 n/a PLATES MT20 Weight: 36 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 4=0-3-8 Max Grav 5=443(LC 1), 4=443(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-298/0, 3-4=-298/0 WEBS 2-5=-289/0, 2-4=-289/0 NOTES- 1) 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. 2) 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 J22205842 Truss T15 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776089 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:10 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-ZRt6COnkNf4olfYwgQGyBuZmP7Fv5d9mj9ln2EylNjF Scale = 1:28.0 1 2 3 5 4 6 7 3x4 2x4 2x4 3x4 3x4 6-2-06-2-0 3-1-0 3-1-0 6-2-0 3-1-0 4-7-12LOADING (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-P 0.15 0.27 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.11 0.00 (loc) 5 4-5 4 l/defl **** >658 n/a L/d 480 240 n/a PLATES MT20 Weight: 35 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 4=0-3-8 Max Grav 5=426(LC 3), 4=426(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-294/0, 3-4=-294/0 WEBS 2-5=-260/0, 2-4=-260/0 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. 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 J22205842 Truss T16 Truss Type Flat Qty 12 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776090 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:11 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-1dRUQkoM8yCfMp77D7nBj65rWWWGqtzwypUKahylNjE Scale = 1:40.9 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 2x4 4x8 3x6 4x8 2x4 3x6 4x8 3x6 3x6 3x4 3x4 3x4 2x4 5x12 4-5-74-5-7 8-9-24-3-11 13-0-144-3-12 17-4-94-3-11 21-5-84-0-15 0-3-8 0-3-8 4-5-7 4-1-15 8-9-2 4-3-11 13-0-14 4-3-12 17-4-9 4-3-11 21-5-8 4-0-15 2-11-87-0-02-8-02-11-8Plate Offsets (X,Y)-- [1:0-4-8,0-2-0], [13:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.57 0.58 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.28 0.06 0.06 (loc) 10-11 10-11 8 10-11 l/defl >999 >914 n/a >999 L/d 480 360 n/a 240 PLATES MT20 Weight: 90 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 14-15: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Sheathed or 3-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-3-8, 8=Mechanical Max Horz 14=-202(LC 10) Max Uplift 14=-73(LC 8), 8=-74(LC 9) Max Grav 14=1164(LC 1), 8=1164(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1117/112, 1-2=-1599/305, 2-3=-2279/246, 3-4=-2248/180, 4-6=-1451/98, 6-7=-1451/98, 7-8=-1122/97 BOT CHORD 13-14=-320/336, 11-13=-305/1599, 10-11=-246/2279, 9-10=-180/2248 WEBS 1-13=-96/1780, 2-13=-854/97, 2-11=-107/851, 3-11=-363/110, 4-9=-937/96, 6-9=-463/77, 7-9=-116/1722 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=42ft; L=22ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 21-3-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 14 and 74 lb uplift at joint 8. 8) 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. 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 J22205842 Truss T17 Truss Type Flat Qty 4 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776091 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:13 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-_0YErQpcgaSNc6HVLYpfpXBByKCcInLDQ6zRfZylNjC Scale = 1:40.9 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 2x4 4x8 3x6 4x8 2x4 3x6 5x8 3x6 3x6 3x4 2x4 3x12 3x6 4x8 4-5-74-5-7 8-9-24-3-11 13-0-144-3-12 17-4-94-3-11 21-7-44-2-11 4-5-7 4-5-7 8-9-2 4-3-11 13-0-14 4-3-12 17-4-9 4-3-11 21-7-4 4-2-11 2-11-87-0-02-8-02-11-8Plate Offsets (X,Y)-- [1:0-4-8,0-2-0], [9:0-3-8,0-2-0], [13:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.58 0.59 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.29 0.05 0.06 (loc) 10-11 10-11 8 10-11 l/defl >999 >886 n/a >999 L/d 480 360 n/a 240 PLATES MT20 Weight: 91 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 14-15: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Sheathed or 3-4-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-3-8, 8=0-2-12 Max Horz 14=-202(LC 10) Max Uplift 14=-73(LC 8), 8=-74(LC 9) Max Grav 14=1172(LC 1), 8=1172(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1125/112, 1-2=-1610/305, 2-3=-2306/248, 3-4=-2284/181, 4-6=-2284/181, 6-7=-1507/101, 7-8=-1129/98 BOT CHORD 13-14=-320/336, 11-13=-305/1610, 10-11=-248/2306, 9-10=-101/1507 WEBS 1-13=-96/1794, 2-13=-862/96, 2-11=-107/868, 3-11=-371/110, 4-10=-459/79, 6-10=-94/915, 6-9=-885/120, 7-9=-119/1766 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=42ft; L=22ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 21-5-8 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 14 and 74 lb uplift at joint 8. 8) 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. 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 J22205842 Truss T18 Truss Type FLOOR Qty 6 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776092 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:14 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-SC6c2mqFRtaEDGsivGKuLkjSHkdU1RwMemj_B0ylNjB Scale = 1:28.0 1 2 3 5 4 6 7 3x4 2x4 2x4 3x4 3x4 0-1-8 0-1-8 6-4-126-4-12 3-2-6 3-2-6 6-4-12 3-2-6 4-2-44-7-124-2-44-7-12LOADING (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-P 0.15 0.29 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.12 0.00 (loc) 5 4-5 4 l/defl **** >586 n/a L/d 480 240 n/a PLATES MT20 Weight: 35 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-2-12, 4=0-3-8 Max Grav 5=433(LC 3), 4=433(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-296/0, 3-4=-296/0 WEBS 2-5=-274/0, 2-4=-274/0 NOTES- 1) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 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 J22205842 Truss T19 Truss Type Flat Qty 4 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776093 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:14 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-SC6c2mqFRtaEDGsivGKuLkjP4kd_1RcMemj_B0ylNjB Scale = 1:19.6 1 2 3 5 4 6 7 3x4 2x4 2x4 3x4 3x4 6-4-126-4-12 3-2-6 3-2-6 6-4-12 3-2-6 2-11-8LOADING (psf) TCLL TCDL BCLL BCDL 20.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.36 0.26 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >452 n/a **** L/d 480 360 n/a 240 PLATES MT20 Weight: 27 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-2-12, 4=0-3-8 Max Uplift 5=-17(LC 8), 4=-17(LC 8) Max Grav 5=464(LC 21), 4=464(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-308/42, 3-4=-308/42 WEBS 2-5=-331/72, 2-4=-331/72 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=42ft; L=22ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-2-6, Interior(1) 3-2-6 to 6-3-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 5 and 17 lb uplift at joint 4. 7) 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. 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 J22205842 Truss T20 Truss Type Flat Qty 14 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776094 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:15 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-wOg?F6rtBBi5rQRuSzr7uyGa48wAmu1VtQSYjSylNjA Scale = 1:19.6 1 2 3 5 4 6 7 3x4 2x4 2x4 3x4 3x4 6-2-06-2-0 3-1-0 3-1-0 6-2-0 3-1-0 2-11-8LOADING (psf) TCLL TCDL BCLL BCDL 20.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.34 0.39 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.18 0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >987 >395 n/a **** L/d 480 360 n/a 240 PLATES MT20 Weight: 26 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 4=0-3-8 Max Uplift 5=-16(LC 8), 4=-16(LC 8) Max Grav 5=456(LC 21), 4=456(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-306/41, 3-4=-306/41 WEBS 2-5=-319/68, 2-4=-319/68 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=42ft; L=22ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-0, Interior(1) 3-1-0 to 6-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 5 and 16 lb uplift at joint 4. 7) 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. 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 J22205842 Truss TG01 Truss Type GABLE Qty 2 Ply 3 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776095 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:17 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-snolgns7joyp4kbHaOubzNLtsxeoEh8oKkxfoKylNj8 Scale = 1:39.6 1 2 3 4 5 6 7 14 13 12 11 10 9 8 40 41 42 43 44 45 46 47 48 49 50 51 52 53 3x8 M18AHS 8x10 6x8 3x8 M18AHS6x8 6x8 5x8 5x8 3x4 2x4 5x12 4x10 6x8 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 3x6 2x4 3x6 2x4 2x4 2x4 2x4 8x8 3x6 2x4 2x4 2x4 2x4 2x4 3x6 2x4 2x4 4-5-74-5-7 8-9-24-3-11 13-0-144-3-11 17-4-94-3-11 21-10-04-5-7 4-5-7 4-5-7 8-9-2 4-3-11 13-0-14 4-3-11 17-4-9 4-3-11 21-10-0 4-5-7 4-7-12Plate Offsets (X,Y)-- [2:0-3-8,0-2-8], [5:0-4-0,0-4-8], [6:0-3-8,0-2-0], [7:0-3-0,0-2-0], [9:0-2-0,0-2-4], [11:0-3-8,0-2-8], [13:0-2-12,0-2-4], [18:0-1-12,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 30.0 0.0 20.0 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 0.52 0.32 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.29 0.04 (loc) 10 10-11 8 l/defl >999 >896 n/a L/d 480 240 n/a PLATES MT20 M18AHS Weight: 617 lb FT = 11% GRIP 169/123 142/136 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-13,2-11,3-10,6-10,7-9: 2x4 SPF 2100F 1.8E OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-3-8, 8=0-5-8 Max Grav 14=10696(LC 1), 8=11312(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-10195/0, 1-2=-9444/0, 2-3=-14038/0, 3-4=-14064/0, 4-6=-14064/0, 6-7=-9857/0, 7-8=-10584/0 BOT CHORD 11-13=0/9444, 10-11=0/14038, 9-10=0/9857 WEBS 1-13=0/12936, 2-13=-7492/0, 2-11=0/6352, 3-11=-2902/0, 4-10=-2798/0, 6-10=0/5818, 6-9=-7149/0, 7-9=0/13498 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-8-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 12 = 11% 5) Gable studs spaced at 2-0-0 oc. 6) 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. 7) 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. 8) 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. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 589 lb down at 2-0-0, 589 lb down at 4-0-0, 589 lb down at 6-0-0, 589 lb down at 8-0-0, 589 lb down at 10-0-0, 589 lb down at 12-0-0, 589 lb down at 14-0-0, 589 lb down at 16-0-0, 667 lb down at 17-5-0, and 667 lb down at 19-0-0, and 667 lb down at 20-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) 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 J22205842 Truss TG01 Truss Type GABLE Qty 2 Ply 3 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776095 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:17 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-snolgns7joyp4kbHaOubzNLtsxeoEh8oKkxfoKylNj8 LOAD CASE(S) 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-670, 8-14=-40 Concentrated Loads (lb) Vert: 12=-589(B) 9=-667(B) 45=-589(B) 46=-589(B) 47=-589(B) 48=-589(B) 49=-589(B) 50=-589(B) 51=-589(B) 52=-667(B) 53=-667(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-670, 8-14=-40 Concentrated Loads (lb) Vert: 12=-589(B) 9=-667(B) 45=-589(B) 46=-589(B) 47=-589(B) 48=-589(B) 49=-589(B) 50=-589(B) 51=-589(B) 52=-667(B) 53=-667(B) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-590, 8-14=-40 Concentrated Loads (lb) Vert: 1=-250 12=-589(B) 9=-667(B) 45=-589(B) 46=-589(B) 47=-589(B) 48=-589(B) 49=-589(B) 50=-589(B) 51=-589(B) 52=-667(B) 53=-667(B) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-590, 8-14=-40 Concentrated Loads (lb) Vert: 12=-589(B) 9=-667(B) 40=-250 45=-589(B) 46=-589(B) 47=-589(B) 48=-589(B) 49=-589(B) 50=-589(B) 51=-589(B) 52=-667(B) 53=-667(B) 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-590, 8-14=-40 Concentrated Loads (lb) Vert: 12=-589(B) 9=-667(B) 41=-250 45=-589(B) 46=-589(B) 47=-589(B) 48=-589(B) 49=-589(B) 50=-589(B) 51=-589(B) 52=-667(B) 53=-667(B) 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-590, 8-14=-40 Concentrated Loads (lb) Vert: 12=-589(B) 9=-667(B) 42=-250 45=-589(B) 46=-589(B) 47=-589(B) 48=-589(B) 49=-589(B) 50=-589(B) 51=-589(B) 52=-667(B) 53=-667(B) 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-590, 8-14=-40 Concentrated Loads (lb) Vert: 12=-589(B) 9=-667(B) 43=-250 45=-589(B) 46=-589(B) 47=-589(B) 48=-589(B) 49=-589(B) 50=-589(B) 51=-589(B) 52=-667(B) 53=-667(B) 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-590, 8-14=-40 Concentrated Loads (lb) Vert: 12=-589(B) 9=-667(B) 44=-250 45=-589(B) 46=-589(B) 47=-589(B) 48=-589(B) 49=-589(B) 50=-589(B) 51=-589(B) 52=-667(B) 53=-667(B) 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-590, 8-14=-40 Concentrated Loads (lb) Vert: 7=-250 12=-589(B) 9=-667(B) 45=-589(B) 46=-589(B) 47=-589(B) 48=-589(B) 49=-589(B) 50=-589(B) 51=-589(B) 52=-667(B) 53=-667(B) 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-590, 8-14=-40 Concentrated Loads (lb) Vert: 12=-589(B) 2=-250 9=-667(B) 45=-589(B) 46=-589(B) 47=-589(B) 48=-589(B) 49=-589(B) 50=-589(B) 51=-589(B) 52=-667(B) 53=-667(B) 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-590, 8-14=-40 Concentrated Loads (lb) Vert: 12=-589(B) 3=-250 9=-667(B) 45=-589(B) 46=-589(B) 47=-589(B) 48=-589(B) 49=-589(B) 50=-589(B) 51=-589(B) 52=-667(B) 53=-667(B) 12) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-590, 8-14=-40 Concentrated Loads (lb) Vert: 12=-589(B) 4=-250 9=-667(B) 45=-589(B) 46=-589(B) 47=-589(B) 48=-589(B) 49=-589(B) 50=-589(B) 51=-589(B) 52=-667(B) 53=-667(B) 13) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-590, 8-14=-40 Concentrated Loads (lb) Vert: 12=-589(B) 6=-250 9=-667(B) 45=-589(B) 46=-589(B) 47=-589(B) 48=-589(B) 49=-589(B) 50=-589(B) 51=-589(B) 52=-667(B) 53=-667(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 J22205842 Truss TG02 Truss Type GABLE Qty 5 Ply 2 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776096 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:19 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-o9wV5TuNFQCWK1kfhpw32oRCClKmiUb5o2QlsDylNj6 Scale = 1:38.2 1 2 3 4 5 6 7 14 13 12 11 10 9 8 31 32 33 34 35 4x6 6x10 5x8 5x8 3x8 MT18HS6x8 8x8 5x8 5x8 3x4 2x4 5x12 4x8 6x6 2x4 3x6 2x4 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 3x6 4-5-74-5-7 8-9-24-3-11 13-0-144-3-11 17-4-94-3-11 21-10-04-5-7 4-5-7 4-5-7 8-9-2 4-3-11 13-0-14 4-3-11 17-4-9 4-3-11 21-10-0 4-5-7 4-7-12Plate Offsets (X,Y)-- [2:0-3-8,0-2-8], [5:0-4-0,0-3-4], [6:0-3-8,0-2-0], [7:0-3-4,0-1-12], [9:0-2-0,0-2-4], [11:0-3-8,0-2-8], [13:0-3-8,0-4-0], [18:0-1-15,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 30.0 0.0 20.0 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 0.53 0.28 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.27 0.03 (loc) 10-11 10-11 8 l/defl >999 >973 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 381 lb FT = 11% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-13,3-11,4-10,6-9: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-3-8, 8=0-5-8 Max Grav 14=5679(LC 1), 8=5911(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-5544/0, 1-2=-5082/0, 2-3=-8048/0, 3-4=-7710/0, 4-6=-7710/0, 6-7=-5160/0, 7-8=-5768/0 BOT CHORD 11-13=0/5082, 10-11=0/8048, 9-10=0/5160 WEBS 1-13=0/6952, 2-13=-4615/0, 2-11=0/4102, 3-11=-1593/0, 3-10=-468/0, 4-10=-2024/0, 6-10=0/3525, 6-9=-4688/0, 7-9=0/7055 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 5 = 11%, joint 12 = 11% 5) Gable studs spaced at 2-0-0 oc. 6) 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. 7) 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. 8) 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. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1164 lb down at 8-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-390, 3-7=-480, 8-14=-40 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 J22205842 Truss TG02 Truss Type GABLE Qty 5 Ply 2 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776096 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:19 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-o9wV5TuNFQCWK1kfhpw32oRCClKmiUb5o2QlsDylNj6 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=-1164(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-390, 3-7=-480, 8-14=-40 Concentrated Loads (lb) Vert: 11=-1164(B) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-310, 3-7=-400, 8-14=-40 Concentrated Loads (lb) Vert: 1=-250 11=-534(B) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-310, 3-7=-400, 8-14=-40 Concentrated Loads (lb) Vert: 11=-534(B) 31=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-310, 3-7=-400, 8-14=-40 Concentrated Loads (lb) Vert: 11=-534(B) 32=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-310, 3-7=-400, 8-14=-40 Concentrated Loads (lb) Vert: 11=-534(B) 33=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-310, 3-7=-400, 8-14=-40 Concentrated Loads (lb) Vert: 11=-534(B) 34=-250 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-310, 3-7=-400, 8-14=-40 Concentrated Loads (lb) Vert: 11=-534(B) 35=-250 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-310, 3-7=-400, 8-14=-40 Concentrated Loads (lb) Vert: 7=-250 11=-534(B) 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-310, 3-7=-400, 8-14=-40 Concentrated Loads (lb) Vert: 2=-250 11=-534(B) 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-310, 3-7=-400, 8-14=-40 Concentrated Loads (lb) Vert: 11=-534(B) 3=-250 12) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-310, 3-7=-400, 8-14=-40 Concentrated Loads (lb) Vert: 11=-534(B) 4=-250 13) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-310, 3-7=-400, 8-14=-40 Concentrated Loads (lb) Vert: 11=-534(B) 6=-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 J22205842 Truss TG03 Truss Type GABLE Qty 2 Ply 2 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776097 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:19 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-o9wV5TuNFQCWK1kfhpw32oRG5lNeibE5o2QlsDylNj6 Scale = 1:26.8 1 2 3 4 8 7 6 5 12 13 14 3x6 4x6 2x4 5x6 4x6 3x4 4x6 3x6 2x4 3x6 2x4 2x4 4-5-74-5-7 8-9-24-3-11 12-7-03-9-14 4-5-7 4-5-7 8-9-2 4-3-11 12-7-0 3-9-14 4-7-12LOADING (psf) TCLL TCDL BCLL BCDL 40.0 30.0 0.0 20.0 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 0.28 0.10 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.05 0.00 (loc) 7 6-7 5 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 188 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed 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, 5=0-3-8 Max Grav 8=1618(LC 1), 5=2764(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-1527/0, 1-2=-1329/0, 2-3=-1753/0, 4-5=-772/0 BOT CHORD 6-7=0/1329, 5-6=0/1753 WEBS 1-7=0/1815, 2-7=-997/0, 2-6=0/721, 3-6=0/870, 3-5=-2593/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Gable studs spaced at 2-0-0 oc. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9 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) 1250 lb down at 8-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-140, 3-4=-390, 5-8=-40 Concentrated Loads (lb) Vert: 6=-1250(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-140, 3-4=-390, 5-8=-40 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 J22205842 Truss TG03 Truss Type GABLE Qty 2 Ply 2 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776097 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:20 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-GMTuJpv?0jKNxBJrFWRIb?zRr9jtR2TE1iAJPfylNj5 LOAD CASE(S) Concentrated Loads (lb) Vert: 6=-1250(F) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-310, 5-8=-40 Concentrated Loads (lb) Vert: 1=-250 6=-1250(F) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-310, 5-8=-40 Concentrated Loads (lb) Vert: 6=-1250(F) 12=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-310, 5-8=-40 Concentrated Loads (lb) Vert: 6=-1250(F) 13=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-310, 5-8=-40 Concentrated Loads (lb) Vert: 6=-1250(F) 14=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-310, 5-8=-40 Concentrated Loads (lb) Vert: 4=-250 6=-1250(F) 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-310, 5-8=-40 Concentrated Loads (lb) Vert: 2=-250 6=-1250(F) 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-310, 5-8=-40 Concentrated Loads (lb) Vert: 6=-1250(F) 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 J22205842 Truss TG04 Truss Type GABLE Qty 2 Ply 2 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776098 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:21 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-lY1GW9wen1SEZLu2pEyX7DWXXY03AO_OFMvsx6ylNj4 Scale = 1:28.4 1 2 3 4 8 7 6 5 24 25 26 3x8 MT18HS 6x8 3x4 5x10 MT18HS6x8 4x8 4x6 5x6 2x4 2x4 3x6 3x6 2x4 3x6 2x4 2x4 3x6 3x6 2x4 3x6 3x6 3x6 2x4 2x4 2x4 3x6 4-5-74-5-7 8-9-24-3-11 12-7-03-9-14 4-5-7 4-5-7 8-9-2 4-3-11 12-7-0 3-9-14 4-7-12Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [7:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 30.0 0.0 20.0 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 0.60 0.23 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.12 0.01 (loc) 6 6-7 5 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 255 lb FT = 11% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-7,3-6,3-5: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS. (size)8=0-3-8, 5=0-3-8 Max Grav 8=6515(LC 1), 5=6515(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-6329/0, 1-2=-4753/0, 2-3=-4257/0, 4-5=-1724/0 BOT CHORD 6-7=0/4753, 5-6=0/4257 WEBS 1-7=0/6430, 2-7=-4238/0, 2-6=-738/0, 3-6=0/382, 3-5=-6248/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 5-3 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) All plates are MT20 plates unless otherwise indicated. 4) Gable studs spaced at 2-0-0 oc. 5) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9 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. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-1020, 5-8=-40 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-1020, 5-8=-40 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 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 J22205842 Truss TG04 Truss Type GABLE Qty 2 Ply 2 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776098 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:21 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-lY1GW9wen1SEZLu2pEyX7DWXXY03AO_OFMvsx6ylNj4 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-940, 5-8=-40 Concentrated Loads (lb) Vert: 1=-250 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-940, 5-8=-40 Concentrated Loads (lb) Vert: 24=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-940, 5-8=-40 Concentrated Loads (lb) Vert: 25=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-940, 5-8=-40 Concentrated Loads (lb) Vert: 26=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-940, 5-8=-40 Concentrated Loads (lb) Vert: 4=-250 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-940, 5-8=-40 Concentrated Loads (lb) Vert: 2=-250 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-940, 5-8=-40 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 J22205842 Truss TG05 Truss Type FLOOR Qty 3 Ply 2 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776099 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:21 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-lY1GW9wen1SEZLu2pEyX7DWeMY12AbCOFMvsx6ylNj4 Scale = 1:26.5123 6 5 4 7 8 2x4 4x6 2x4 3x8 2x4 4x6 1-8-01-8-0 3-4-01-8-0 1-8-0 1-8-0 3-4-0 1-8-0 4-7-12LOADING (psf) TCLL TCDL BCLL BCDL 40.0 25.0 0.0 15.0 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-P 0.16 0.17 0.16 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: 61 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed 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=1204(LC 1), 4=1204(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-975/0, 3-4=-975/0 WEBS 2-5=-742/0, 1-5=0/494, 3-5=0/494 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-8-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 553 lb down at 1-5-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-580(B=-450), 4-6=-30 Concentrated Loads (lb) Vert: 5=-553(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 J22205842 Truss TG05A Truss Type FLOOR Qty 4 Ply 2 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776100 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:22 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-DkbejVwGYLa5BVTENxTmgQ3pIyNsv2lXU0fPTYylNj3 Scale = 1:26.5123 6 5 4 7 8 9 10 2x4 4x6 2x4 3x8 2x4 4x6 1-8-01-8-0 3-4-01-8-0 1-8-0 1-8-0 3-4-0 1-8-0 4-7-12LOADING (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-P 0.15 0.13 0.14 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: 61 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed 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=1361(LC 1), 4=1290(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-903/0, 3-4=-903/0 WEBS 1-5=0/433, 2-5=-742/0, 3-5=0/433 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-8-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 429 lb down at 0-6-8, and 427 lb down at 2-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-570(F=-450), 4-6=-20 Concentrated Loads (lb) Vert: 9=-429(B) 10=-427(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 J22205842 Truss TG06 Truss Type FLOOR Qty 5 Ply 2 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776101 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:23 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-hx90xrxuJejyof2Qwe??CebyuMi3eS1hjgOz?_ylNj2 Scale = 1:26.3123 6 5 4 7 8 2x4 4x6 2x4 3x8 2x4 4x6 2-0-82-0-8 4-1-02-0-8 2-0-8 2-0-8 4-1-0 2-0-8 4-7-12LOADING (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-P 0.29 0.20 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.02 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 67 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 4-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=0-5-8 Max Grav 6=2032(LC 3), 4=2032(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1827/0, 1-2=-371/0, 2-3=-371/0, 3-4=-1827/0 WEBS 1-5=0/899, 2-5=-1989/0, 3-5=0/899 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Load case(s) 1, 2, 3, 4, 5, 6, 7 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: 1-3=-1000, 4-6=-20 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-1000, 4-6=-20 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-920, 4-6=-20 Concentrated Loads (lb) Vert: 1=-250 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-920, 4-6=-20 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 J22205842 Truss TG06 Truss Type FLOOR Qty 5 Ply 2 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776101 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:23 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-hx90xrxuJejyof2Qwe??CebyuMi3eS1hjgOz?_ylNj2 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-920, 4-6=-20 Concentrated Loads (lb) Vert: 8=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-920, 4-6=-20 Concentrated Loads (lb) Vert: 3=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-920, 4-6=-20 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 J22205842 Truss TG07 Truss Type FLOOR Qty 3 Ply 3 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776102 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:24 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-97jO8ByW4yrpQoddUMWElr867mygNptqxK8WYQylNj1 Scale = 1:42.7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 5x10 MT18HS 8x10 6x8 5x10 MT18HS6x18 MT18HS8x16 3x6 4x6 3x4 3x6 3x6 8x16 8x10 5x8 3x8 5x8 4-5-74-5-7 8-9-24-3-11 13-0-144-3-11 17-4-94-3-11 21-10-04-5-7 4-5-7 4-5-7 7-4-8 2-11-1 8-9-2 1-4-10 13-0-14 4-3-11 14-5-9 1-4-11 17-4-9 2-11-0 21-10-0 4-5-7 2-11-87-0-02-11-8Plate Offsets (X,Y)-- [1:0-6-8,0-4-0], [9:0-6-8,0-4-0], [10:Edge,0-3-8], [11:0-6-0,0-3-8], [14:0-7-7,0-0-0], [15:0-6-8,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 30.0 0.0 20.0 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 0.32 0.62 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.56 0.12 (loc) 13 12-13 10 l/defl >999 >464 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 500 lb FT = 11% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF 2100F 1.8E *Except* 2-15,4-13,5-12,8-11: 2x4 SPF-S Stud 3-15,3-13,6-12,6-11: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-3-8, 10=0-5-8 Max Grav 16=9737(LC 1), 10=9741(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-9476/0, 1-2=-16240/0, 2-3=-16240/0, 3-4=-26834/0, 4-5=-26911/0, 5-6=-26911/0, 6-8=-16241/0, 8-9=-16241/0, 9-10=-9476/0 BOT CHORD 15-16=0/330, 13-15=0/26005, 12-13=0/26834, 11-12=0/26015, 10-11=0/331 WEBS 1-15=0/18260, 2-15=-839/0, 4-13=-1300/0, 4-12=-78/258, 5-12=-1418/0, 8-11=-835/0, 9-11=0/18261, 3-15=-12697/0, 3-13=0/1669, 6-12=0/1801, 6-11=-12718/0 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 7 = 11%, joint 14 = 11% 5) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17 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. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-9=-140, 10-16=-40 Concentrated Loads (lb) Vert: 3=-7800 6=-7800 Continued on page 2 END VERTICALS ARE NOT DESIGNED TO BE EXPOSED TO WIND 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 J22205842 Truss TG07 Truss Type FLOOR Qty 3 Ply 3 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776102 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:24 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-97jO8ByW4yrpQoddUMWElr867mygNptqxK8WYQylNj1 LOAD CASE(S) Standard 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-9=-140, 10-16=-40 Concentrated Loads (lb) Vert: 3=-7800 6=-7800 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-60, 10-16=-40 Concentrated Loads (lb) Vert: 1=-250 3=-7800 6=-7800 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-60, 10-16=-40 Concentrated Loads (lb) Vert: 3=-7800 6=-7800 19=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-60, 10-16=-40 Concentrated Loads (lb) Vert: 3=-7800 6=-7800 20=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-60, 10-16=-40 Concentrated Loads (lb) Vert: 3=-7800 6=-7800 21=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-60, 10-16=-40 Concentrated Loads (lb) Vert: 3=-7800 6=-7800 22=-250 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-60, 10-16=-40 Concentrated Loads (lb) Vert: 3=-7800 6=-7800 23=-250 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-60, 10-16=-40 Concentrated Loads (lb) Vert: 7=-250 3=-7800 6=-7800 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-60, 10-16=-40 Concentrated Loads (lb) Vert: 3=-7800 6=-7800 24=-250 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-60, 10-16=-40 Concentrated Loads (lb) Vert: 9=-250 3=-7800 6=-7800 12) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-60, 10-16=-40 Concentrated Loads (lb) Vert: 2=-250 3=-7800 6=-7800 13) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-60, 10-16=-40 Concentrated Loads (lb) Vert: 3=-8050 6=-7800 14) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-60, 10-16=-40 Concentrated Loads (lb) Vert: 4=-250 3=-7800 6=-7800 15) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-60, 10-16=-40 Concentrated Loads (lb) Vert: 5=-250 3=-7800 6=-7800 16) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-60, 10-16=-40 Concentrated Loads (lb) Vert: 3=-7800 6=-8050 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 J22205842 Truss TG07 Truss Type FLOOR Qty 3 Ply 3 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776102 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:24 2022 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-97jO8ByW4yrpQoddUMWElr867mygNptqxK8WYQylNj1 LOAD CASE(S) Standard 17) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-60, 10-16=-40 Concentrated Loads (lb) Vert: 8=-250 3=-7800 6=-7800 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J22205842 Truss TG08 Truss Type Flat Girder Qty 25 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776103 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:25 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-dJHnMWz8rGzg2yCp231UI3hBeAOz6Fh_A_t44tylNj0 Scale = 1:40.4 1 2 3 6 5 4 8 7 9 10 11 12 2x4 5x10 M18AHS 2x4 6x16 2x4 3x12 3-3-23-3-2 6-11-83-8-6 3-3-2 3-3-2 6-11-8 3-8-6 1-4-07-0-01-0-81-4-0Plate Offsets (X,Y)-- [1:0-6-8,0-2-8] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 25.0 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-P 0.72 0.23 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 0.00 0.02 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 480 360 n/a 240 PLATES MT20 M18AHS Weight: 38 lb FT = 11% GRIP 169/123 121/117 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-7: 2x4 SPF 2100F 1.8E OTHERS 2x4 SPF 2100F 1.8E LBR SCAB 6-7 2x4 SPF 2100F 1.8E one side BRACING- TOP CHORD Sheathed or 4-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-2-3 oc bracing. REACTIONS. (size)6=0-3-8, 4=Mechanical Max Horz 6=-228(LC 10) Max Uplift 6=-100(LC 8), 4=-65(LC 9) Max Grav 6=720(LC 1), 4=673(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-677/252, 1-2=-1416/513, 2-3=-1416/513, 3-4=-627/158 BOT CHORD 5-6=-918/1132 WEBS 1-5=-305/1204, 2-5=-702/73, 3-5=-535/1475 NOTES- 1) Attached 6-8-8 scab 6 to 7, front face(s) 2x4 SPF 2100F 1.8E with 1 row(s) of 10d (0.131"x3") nails spaced 9" o.c.. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=42ft; L=22ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) C-C wind load user defined. 4) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 6 and 65 lb uplift at joint 4. 11) 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 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) 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. LOAD CASE(S) 1) Dead + Snow (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 J22205842 Truss TG08 Truss Type Flat Girder Qty 25 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776103 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:25 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-dJHnMWz8rGzg2yCp231UI3hBeAOz6Fh_A_t44tylNj0 LOAD CASE(S) Uniform Loads (plf) Vert: 4-6=-20 Trapezoidal Loads (plf) Vert: 1=-210-to-2=-173, 2=-223-to-12=-194, 12=-144-to-3=-130 2) Dead + 0.75 Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-6=-20 Trapezoidal Loads (plf) Vert: 1=-170-to-2=-142, 2=-192-to-12=-170, 12=-120-to-3=-110 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-50, 2-12=-100, 3-12=-50, 4-6=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32, 2-12=-34, 3-12=16, 4-6=-12 Horz: 1-6=19, 1-7=63 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=16, 2-10=-34, 10-12=-18, 3-12=32, 4-6=-12 Horz: 1-6=-30, 1-7=-49 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-61, 2-12=-111, 3-12=-61, 4-6=-20 Horz: 1-6=-21, 1-7=32 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-61, 2-12=-111, 3-12=-61, 4-6=-20 Horz: 1-6=28, 1-7=-49 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-12=-32, 3-12=18, 4-6=-12 Horz: 1-6=11, 1-7=36 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-12=-32, 3-12=18, 4-6=-12 Horz: 1-6=-14, 1-7=-36 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-51, 2-12=-101, 3-12=-51, 4-6=-20 Horz: 1-6=20, 1-7=36 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-51, 2-12=-101, 3-12=-51, 4-6=-20 Horz: 1-6=-6, 1-7=-36 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-12=-39, 3-12=11, 4-6=-12 Horz: 1-6=-18, 1-7=-24 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-12=-47, 3-12=3, 4-6=-12 Horz: 1-6=-18, 1-7=-24 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-51, 2-12=-101, 3-12=-51, 4-6=-20 Horz: 1-6=-10, 1-7=-24 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-51, 2-12=-101, 3-12=-51, 4-6=-20 Horz: 1-6=-10, 1-7=-24 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-50, 2-12=-100, 3-12=-50, 4-6=-20 17) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-6=-20 Horz: 1-6=15, 1-7=27 Trapezoidal Loads (plf) Vert: 1=-170-to-2=-142, 2=-192-to-12=-171, 12=-121-to-3=-110 18) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-6=-20 Horz: 1-6=-4, 1-7=-27 Trapezoidal Loads (plf) Vert: 1=-170-to-2=-142, 2=-192-to-12=-171, 12=-121-to-3=-110 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 J22205842 Truss TG08 Truss Type Flat Girder Qty 25 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776103 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:25 2022 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-dJHnMWz8rGzg2yCp231UI3hBeAOz6Fh_A_t44tylNj0 LOAD CASE(S) 19) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-6=-20 Horz: 1-6=-7, 1-7=-18 Trapezoidal Loads (plf) Vert: 1=-170-to-2=-142, 2=-192-to-12=-171, 12=-121-to-3=-110 20) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-6=-20 Horz: 1-6=-7, 1-7=-18 Trapezoidal Loads (plf) Vert: 1=-170-to-2=-142, 2=-192-to-12=-171, 12=-121-to-3=-110 21) Dead + Minimum Snow: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-6=-20 Trapezoidal Loads (plf) Vert: 1=-170-to-2=-133, 2=-183-to-12=-154, 12=-104-to-3=-90 22) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-6=-20 Concentrated Loads (lb) Vert: 1=-250 Trapezoidal Loads (plf) Vert: 1=-130-to-2=-93, 2=-143-to-12=-114, 12=-64-to-3=-50 23) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-6=-20 Concentrated Loads (lb) Vert: 9=-250 Trapezoidal Loads (plf) Vert: 1=-130-to-2=-93, 2=-143-to-12=-114, 12=-64-to-3=-50 24) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-6=-20 Concentrated Loads (lb) Vert: 11=-250 Trapezoidal Loads (plf) Vert: 1=-130-to-2=-93, 2=-143-to-12=-114, 12=-64-to-3=-50 25) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-6=-20 Concentrated Loads (lb) Vert: 3=-250 Trapezoidal Loads (plf) Vert: 1=-130-to-2=-93, 2=-143-to-12=-114, 12=-64-to-3=-50 26) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-6=-20 Concentrated Loads (lb) Vert: 2=-250 Trapezoidal Loads (plf) Vert: 1=-130-to-2=-93, 2=-143-to-12=-114, 12=-64-to-3=-50 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J22205842 Truss TG09 Truss Type FLOOR Qty 2 Ply 3 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776104 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:26 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-5Wr9ZszmcZ5Xf6n?cnYjqGDP1Zk6rfC7PeddcJylNj? Scale = 1:33.4 1 2 3 4 5 10 9 8 7 6 34 35 36 37 38 39 40 41 42 43 44 4x6 5x12 4x6 5x12 5x6 6x8 5x12 2x4 3x6 5x12 2x4 2x4 2x4 3x6 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 3x6 2x4 2x4 3x6 2x4 2x4 2x4 2x4 3x6 2x4 2x4 2x4 3x6 2x4 2x4 6-9-06-9-0 13-1-06-4-0 19-10-06-9-0 6-9-0 6-9-0 13-1-0 6-4-0 19-10-0 6-9-0 4-7-12Plate Offsets (X,Y)-- [6:Edge,0-3-8], [7:0-3-8,0-2-8], [9:0-5-12,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 30.0 0.0 20.0 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 0.55 0.24 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.24 0.02 (loc) 7-9 7-9 6 l/defl >999 >976 n/a L/d 480 240 n/a PLATES MT20 Weight: 523 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-9,4-9,4-7: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed 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 (req. 0-4-2), 6=0-5-8 Max Grav 10=7876(LC 1), 6=8050(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-7427/0, 1-2=-9010/0, 2-4=-9010/0, 4-5=-9213/0, 5-6=-7539/0 BOT CHORD 7-9=0/9213 WEBS 1-9=0/10424, 2-9=-4617/0, 4-9=-372/0, 4-7=-4529/0, 5-7=0/10664 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) The Fabrication Tolerance at joint 3 = 11%, joint 8 = 11% 4) WARNING: Required bearing size at joint(s) 10 greater than input bearing size. 5) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 193 lb down at 2-0-0, 193 lb down at 4-0-0, 193 lb down at 6-0-0, 193 lb down at 8-0-0, 193 lb down at 10-0-0, 271 lb down at 12-0-0, 271 lb down at 14-0-0, and 271 lb down at 16-0-0, and 271 lb down at 18-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 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 J22205842 Truss TG09 Truss Type FLOOR Qty 2 Ply 3 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776104 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:26 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-5Wr9ZszmcZ5Xf6n?cnYjqGDP1Zk6rfC7PeddcJylNj? LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-670, 6-10=-40 Concentrated Loads (lb) Vert: 8=-193(B) 37=-193(B) 38=-193(B) 39=-193(B) 40=-193(B) 41=-271(B) 42=-271(B) 43=-271(B) 44=-271(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-670, 6-10=-40 Concentrated Loads (lb) Vert: 8=-193(B) 37=-193(B) 38=-193(B) 39=-193(B) 40=-193(B) 41=-271(B) 42=-271(B) 43=-271(B) 44=-271(B) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-590, 6-10=-40 Concentrated Loads (lb) Vert: 1=-250 8=-193(B) 37=-193(B) 38=-193(B) 39=-193(B) 40=-193(B) 41=-271(B) 42=-271(B) 43=-271(B) 44=-271(B) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-590, 6-10=-40 Concentrated Loads (lb) Vert: 8=-193(B) 34=-250 37=-193(B) 38=-193(B) 39=-193(B) 40=-193(B) 41=-271(B) 42=-271(B) 43=-271(B) 44=-271(B) 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-590, 6-10=-40 Concentrated Loads (lb) Vert: 8=-193(B) 35=-250 37=-193(B) 38=-193(B) 39=-193(B) 40=-193(B) 41=-271(B) 42=-271(B) 43=-271(B) 44=-271(B) 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-590, 6-10=-40 Concentrated Loads (lb) Vert: 8=-193(B) 36=-250 37=-193(B) 38=-193(B) 39=-193(B) 40=-193(B) 41=-271(B) 42=-271(B) 43=-271(B) 44=-271(B) 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-590, 6-10=-40 Concentrated Loads (lb) Vert: 5=-250 8=-193(B) 37=-193(B) 38=-193(B) 39=-193(B) 40=-193(B) 41=-271(B) 42=-271(B) 43=-271(B) 44=-271(B) 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-590, 6-10=-40 Concentrated Loads (lb) Vert: 8=-193(B) 2=-250 37=-193(B) 38=-193(B) 39=-193(B) 40=-193(B) 41=-271(B) 42=-271(B) 43=-271(B) 44=-271(B) 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-590, 6-10=-40 Concentrated Loads (lb) Vert: 8=-193(B) 4=-250 37=-193(B) 38=-193(B) 39=-193(B) 40=-193(B) 41=-271(B) 42=-271(B) 43=-271(B) 44=-271(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 J22205842 Truss TG10 Truss Type GABLE Qty 2 Ply 2 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776105 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:28 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-1uyv_Y?18BLFvQwOjCaBvhJftNPEJcQQsy6kgCylNiz Scale = 1:34.9 1 2 3 4 5 10 9 8 7 6 26 27 28 3x6 5x8 4x6 5x8 3x6 6x8 5x12 2x4 3x6 5x8 2x4 3x6 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 3x6 2x4 2x4 6-9-06-9-0 13-1-06-4-0 19-10-06-9-0 6-9-0 6-9-0 13-1-0 6-4-0 19-10-0 6-9-0 4-7-12Plate Offsets (X,Y)-- [7:0-3-8,0-2-8], [9:0-4-12,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 30.0 0.0 20.0 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 0.91 0.20 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.19 0.01 (loc) 7-9 7-9 6 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 327 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-9,5-7: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS. (size)10=0-3-8, 6=0-5-8 Max Grav 10=3657(LC 1), 6=4345(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-3468/0, 1-2=-5016/0, 2-4=-5016/0, 4-5=-5051/0, 5-6=-4173/0 BOT CHORD 7-9=0/5051 WEBS 1-9=0/5867, 2-9=-1649/0, 4-9=-582/0, 4-7=-2866/0, 5-7=0/5874 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) The Fabrication Tolerance at joint 3 = 11%, joint 8 = 11% 4) Gable studs spaced at 2-0-0 oc. 5) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1250 lb down at 6-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-140, 2-5=-390, 6-10=-40 Concentrated Loads (lb) Vert: 9=-1250(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 J22205842 Truss TG10 Truss Type GABLE Qty 2 Ply 2 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776105 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:28 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-1uyv_Y?18BLFvQwOjCaBvhJftNPEJcQQsy6kgCylNiz LOAD CASE(S) Standard 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-140, 2-5=-390, 6-10=-40 Concentrated Loads (lb) Vert: 9=-1250(F) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-310, 6-10=-40 Concentrated Loads (lb) Vert: 1=-250 9=-504(F) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-310, 6-10=-40 Concentrated Loads (lb) Vert: 9=-504(F) 26=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-310, 6-10=-40 Concentrated Loads (lb) Vert: 9=-504(F) 27=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-310, 6-10=-40 Concentrated Loads (lb) Vert: 9=-504(F) 28=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-310, 6-10=-40 Concentrated Loads (lb) Vert: 5=-250 9=-504(F) 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-310, 6-10=-40 Concentrated Loads (lb) Vert: 9=-504(F) 2=-250 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-310, 6-10=-40 Concentrated Loads (lb) Vert: 9=-504(F) 4=-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 J22205842 Truss TG11 Truss Type GABLE Qty 2 Ply 2 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776106 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:28 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-1uyv_Y?18BLFvQwOjCaBvhJpDNR9JdoQsy6kgCylNiz Scale = 1:26.8 1 2 3 6 5 4 10 11 3x6 4x6 3x6 2x4 5x12 4x6 2x4 3x6 2x4 2x4 6-9-06-9-0 10-7-03-10-0 6-9-0 6-9-0 10-7-0 3-10-0 4-7-12LOADING (psf) TCLL TCDL BCLL BCDL 40.0 30.0 0.0 20.0 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 0.32 0.07 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.00 (loc) 5 5-6 4 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 155 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=0-3-8 Max Grav 6=1565(LC 1), 4=2531(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1367/0, 1-2=-1597/0, 2-3=-1597/0, 3-4=-2342/0 WEBS 1-5=0/1841, 2-5=-1381/0, 3-5=0/2356 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Gable studs spaced at 2-0-0 oc. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7 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) 1321 lb down at 6-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-140, 2-3=-390, 4-6=-40 Concentrated Loads (lb) Vert: 5=-1321(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-140, 2-3=-390, 4-6=-40 Concentrated Loads (lb) Vert: 5=-1321(B) 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 J22205842 Truss TG11 Truss Type GABLE Qty 2 Ply 2 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776106 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:29 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-W5WHCu0fuUT6XaVaHv5QSvr_znnO242Z5crHCeylNiy LOAD CASE(S) Standard 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-310, 4-6=-40 Concentrated Loads (lb) Vert: 1=-250 5=-534(B) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-310, 4-6=-40 Concentrated Loads (lb) Vert: 5=-534(B) 10=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-310, 4-6=-40 Concentrated Loads (lb) Vert: 5=-534(B) 11=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-310, 4-6=-40 Concentrated Loads (lb) Vert: 5=-534(B) 3=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-310, 4-6=-40 Concentrated Loads (lb) Vert: 2=-250 5=-534(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 J22205842 Truss TG12 Truss Type GABLE Qty 2 Ply 2 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776107 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:30 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-_H4gPE1Hfoby8k4mrddf?6O?YB2WnWojKGbrk4ylNix Scale = 1:28.4 1 2 3 4 5 6 7 14 13 12 11 10 9 8 19 18 17 16 15 20 21 22 23 24 25 3x6 6x8 4x6 10x10 3x6 5x8 3x6 3x6 3x6 3x6 3x6 3x6 2x4 3x6 3x8 3x6 3x6 3x6 2x4 3-10-03-10-0 10-7-06-9-0 3-10-0 3-10-0 10-7-0 6-9-0 4-7-12Plate Offsets (X,Y)-- [8:Edge,0-3-8], [11:0-5-0,0-5-4] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 30.0 0.0 20.0 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 0.90 0.40 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.18 0.00 (loc) 10 10 8 l/defl >999 >692 n/a L/d 480 240 n/a PLATES MT20 Weight: 209 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-11,7-11: 2x4 SPF 2100F 1.8E OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8 JOINTS 1 Brace at Jt(s): 15, 16 REACTIONS. (size)14=0-3-8, 8=0-3-8 Max Grav 14=5455(LC 1), 8=5455(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-4871/0, 1-2=-3816/0, 2-3=-3816/0, 3-4=-3816/0, 4-5=-3816/0, 5-6=-3816/0, 6-7=-3816/0, 7-8=-4199/0 WEBS 1-19=0/5424, 18-19=0/5657, 11-18=0/5595, 3-11=-3460/0, 11-17=0/4542, 16-17=0/4320, 15-16=0/4225, 7-15=0/4520, 6-15=-1493/0, 9-15=-950/0, 5-16=-1374/0, 10-16=-1570/0, 4-17=0/436, 2-18=-2046/0, 12-18=-1957/0, 13-19=-288/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Gable studs spaced at 2-0-0 oc. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15 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. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-1020, 8-14=-40 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-1020, 8-14=-40 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 J22205842 Truss TG12 Truss Type GABLE Qty 2 Ply 2 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776107 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:30 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-_H4gPE1Hfoby8k4mrddf?6O?YB2WnWojKGbrk4ylNix LOAD CASE(S) Standard 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-940, 8-14=-40 Concentrated Loads (lb) Vert: 1=-250 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-940, 8-14=-40 Concentrated Loads (lb) Vert: 20=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-940, 8-14=-40 Concentrated Loads (lb) Vert: 21=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-940, 8-14=-40 Concentrated Loads (lb) Vert: 22=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-940, 8-14=-40 Concentrated Loads (lb) Vert: 23=-250 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-940, 8-14=-40 Concentrated Loads (lb) Vert: 24=-250 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-940, 8-14=-40 Concentrated Loads (lb) Vert: 25=-250 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-940, 8-14=-40 Concentrated Loads (lb) Vert: 7=-250 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-940, 8-14=-40 Concentrated Loads (lb) Vert: 2=-250 12) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-940, 8-14=-40 Concentrated Loads (lb) Vert: 3=-250 13) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-940, 8-14=-40 Concentrated Loads (lb) Vert: 4=-250 14) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-940, 8-14=-40 Concentrated Loads (lb) Vert: 5=-250 15) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-940, 8-14=-40 Concentrated Loads (lb) Vert: 6=-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 J22205842 Truss TG13 Truss Type FLOOR Qty 2 Ply 3 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776108 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:31 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-STe2ca1vQ6jpmtfzOK8uXJxG_aKoWxusYwKOGWylNiw Scale = 1:41.5 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 5x10 MT18HS 6x16 6x8 5x10 MT18HS6x18 MT18HS6x16 3x6 5x6 6x16 6x16 6-7-156-7-15 13-2-16-6-3 19-10-06-7-15 6-7-15 6-7-15 13-2-1 6-6-3 19-10-0 6-7-15 2-11-87-0-02-11-8Plate Offsets (X,Y)-- [1:1-0-8,0-3-4], [5:1-0-8,0-3-4], [6:Edge,0-3-8], [7:0-3-8,0-3-0], [9:0-5-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 30.0 0.0 20.0 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 0.54 0.65 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.60 0.05 (loc) 7-9 7-9 6 l/defl >999 >390 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 439 lb FT = 11% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF 2100F 1.8E *Except* 2-9,4-7: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed 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, 6=0-5-8 Max Grav 10=8959(LC 1), 6=8959(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-8653/0, 1-2=-21683/0, 2-4=-21683/0, 4-5=-21710/0, 5-6=-8657/0 BOT CHORD 9-10=0/553, 7-9=0/21710, 6-7=0/550 WEBS 1-9=0/22549, 2-9=-7781/0, 4-7=-7792/0, 5-7=0/22581 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 2-9 2x4 - 1 row at 0-7-0 oc, member 4-7 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 3 = 11%, joint 8 = 11% 5) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9 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. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-140, 6-10=-40 Concentrated Loads (lb) Vert: 2=-7200 4=-7200 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-140, 6-10=-40 Continued on page 2 END VERTICALS ARE NOT DESIGNED TO BE EXPOSED TO WIND 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 J22205842 Truss TG13 Truss Type FLOOR Qty 2 Ply 3 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776108 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:31 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-STe2ca1vQ6jpmtfzOK8uXJxG_aKoWxusYwKOGWylNiw LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 2=-7200 4=-7200 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 6-10=-40 Concentrated Loads (lb) Vert: 1=-250 2=-7200 4=-7200 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 6-10=-40 Concentrated Loads (lb) Vert: 2=-7200 4=-7200 13=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 6-10=-40 Concentrated Loads (lb) Vert: 2=-7200 4=-7200 14=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 6-10=-40 Concentrated Loads (lb) Vert: 2=-7200 4=-7200 15=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 6-10=-40 Concentrated Loads (lb) Vert: 2=-7200 4=-7200 5=-250 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 6-10=-40 Concentrated Loads (lb) Vert: 2=-7450 4=-7200 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 6-10=-40 Concentrated Loads (lb) Vert: 2=-7200 4=-7450 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J22205842 Truss TG14 Truss Type Flat Girder Qty 6 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776109 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:31 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-STe2ca1vQ6jpmtfzOK8uXJxHLaTXW3HsYwKOGWylNiw Scale = 1:13.8 1 2 3 6 5 4 7 8 9 10 11 2x4 3x8 2x4 4x10 2x4 3x8 3-7-103-7-10 7-4-03-8-6 3-7-10 3-7-10 7-4-0 3-8-6 1-4-0LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.45 0.10 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.08 -0.00 0.01 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 480 360 n/a 240 PLATES MT20 Weight: 29 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-6,3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 5-2-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=Mechanical Max Horz 6=-21(LC 10) Max Grav 6=853(LC 1), 4=906(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-798/27, 1-2=-1710/0, 2-3=-1710/0, 3-4=-851/0 WEBS 1-5=0/1785, 2-5=-979/0, 3-5=0/1782 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=42ft; L=22ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-2-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) 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. 7) 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. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-210, 2-11=-260, 3-11=-210, 4-6=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-170, 2-11=-220, 3-11=-170, 4-6=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-50, 2-11=-100, 3-11=-50, 4-6=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 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 J22205842 Truss TG14 Truss Type Flat Girder Qty 6 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776109 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:32 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-wfCQqw2XBPrgO1E9y1f74XTS5_pmFWX0na4xpzylNiv LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-8=32, 2-8=16, 2-11=-34, 3-11=16, 4-6=-12 Horz: 1-6=19 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=16, 2-9=-34, 9-11=-18, 3-11=32, 4-6=-12 Horz: 1-6=-30 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-61, 2-11=-111, 3-11=-61, 4-6=-20 Horz: 1-6=-21 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-61, 2-11=-111, 3-11=-61, 4-6=-20 Horz: 1-6=27 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-11=-32, 3-11=18, 4-6=-12 Horz: 1-6=11 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-11=-32, 3-11=18, 4-6=-12 Horz: 1-6=-14 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-51, 2-11=-101, 3-11=-51, 4-6=-20 Horz: 1-6=20 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-51, 2-11=-101, 3-11=-51, 4-6=-20 Horz: 1-6=-6 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-11=-39, 3-11=11, 4-6=-12 Horz: 1-6=-18 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-11=-47, 3-11=3, 4-6=-12 Horz: 1-6=-18 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-51, 2-11=-101, 3-11=-51, 4-6=-20 Horz: 1-6=-10 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-51, 2-11=-101, 3-11=-51, 4-6=-20 Horz: 1-6=-10 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-50, 2-11=-100, 3-11=-50, 4-6=-20 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-170, 2-11=-220, 3-11=-170, 4-6=-20 Horz: 1-6=15 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-170, 2-11=-220, 3-11=-170, 4-6=-20 Horz: 1-6=-4 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-170, 2-11=-220, 3-11=-170, 4-6=-20 Horz: 1-6=-7 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-170, 2-11=-220, 3-11=-170, 4-6=-20 Horz: 1-6=-7 21) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-50, 2-11=-100, 3-11=-50, 4-6=-20 Concentrated Loads (lb) Vert: 1=-250 22) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-50, 2-11=-100, 3-11=-50, 4-6=-20 Concentrated Loads (lb) Vert: 7=-250 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 J22205842 Truss TG14 Truss Type Flat Girder Qty 6 Ply 1 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776109 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:32 2022 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-wfCQqw2XBPrgO1E9y1f74XTS5_pmFWX0na4xpzylNiv LOAD CASE(S) Standard 23) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-50, 2-11=-100, 3-11=-50, 4-6=-20 Concentrated Loads (lb) Vert: 10=-250 24) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-50, 2-11=-100, 3-11=-50, 4-6=-20 Concentrated Loads (lb) Vert: 3=-250 25) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-50, 2-11=-100, 3-11=-50, 4-6=-20 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 J22205842 Truss TG15 Truss Type FLOOR Qty 2 Ply 3 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776110 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:33 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-Osmo1G39yjzX?BpLWlAMck0ekO45_uK90EpVLPylNiu Scale = 1:20.5 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 16 17 18 19 20 21 3x4 5x6 3x6 5x8 6x8 6x10 3x6 12x20 5x12 3-5-43-5-4 6-10-83-5-4 12-4-05-5-8 3-5-4 3-5-4 6-10-8 3-5-4 9-7-4 2-8-12 12-4-0 2-8-12 2-11-8Plate Offsets (X,Y)-- [2:0-3-4,0-2-0], [7:0-10-0,0-6-4], [8:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 20.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.39 0.41 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.13 0.01 (loc) 6-7 6-7 6 l/defl >999 >830 n/a L/d 480 240 n/a PLATES MT20 Weight: 303 lb FT = 11% GRIP 197/144 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF 2100F 1.8E *Except* 1-9,5-6: 2x6 SPF No.2, 2-8,3-7: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)6=0-6-0, 8=0-3-8 (req. 0-4-5) Max Grav 6=10821(LC 4), 8=15687(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-256/0, 1-2=-992/0, 2-3=-15725/0, 3-4=-15725/0, 4-5=-511/0, 5-6=-331/0 BOT CHORD 7-8=0/992, 6-7=0/9482 WEBS 1-8=0/1277, 2-8=-12610/0, 2-7=0/17889, 3-7=-5319/0, 4-7=0/8245, 4-6=-12323/0 NOTES- 1) N/A 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 2-8 2x4 - 1 row at 0-7-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced floor live loads have been considered for this design. 5) WARNING: Required bearing size at joint(s) 8 greater than input bearing size. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 174 lb down at 0-10-0, 166 lb down at 2-0-0, 701 lb down at 2-0-0, 166 lb down at 4-0-0, 701 lb down at 4-0-0, 166 lb down at 5-0-0, 701 lb down at 6-1-0, 371 lb down at 6-10-8, 9581 lb down at 6-10-8, 701 lb down at 8-0-0, 166 lb down at 9-0-0, 166 lb down at 10-0-0, 701 lb down at 10-0-0, and 184 lb down at 12-1-4, and 719 lb down at 12-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-120, 6-9=-40 Continued on page 2 PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FORLOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGERMANUFACTURER SPECIFICATIONS. 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 J22205842 Truss TG15 Truss Type FLOOR Qty 2 Ply 3 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776110 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:33 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-Osmo1G39yjzX?BpLWlAMck0ekO45_uK90EpVLPylNiu LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-902(F=-184, B=-719) 3=-7800 7=-9952(F=-371, B=-9581) 4=-1400 14=-174(F) 15=-866(F=-166, B=-701) 16=-866(F=-166, B=-701) 17=-166(F) 18=-701(B) 19=-701(B) 20=-166(F) 21=-866(F=-166, B=-701) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J22205842 Truss TG16 Truss Type FLOOR Qty 2 Ply 3 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776111 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:34 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-s2KAFb4nj15OdLOY4Shb9yYjcoSMjJeIFuZ2trylNit Scale = 1:36.4 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 3x6 6x8 4x6 6x8 3x6 6x8 6x8 4x6 4x6 3x4 2x4 6x8 4x6 6x8 4-5-74-5-7 8-9-24-3-11 13-0-144-3-12 17-4-94-3-11 21-5-84-0-15 4-5-7 4-5-7 8-9-2 4-3-11 13-0-14 4-3-12 17-4-9 4-3-11 21-5-8 4-0-15 4-7-12Plate Offsets (X,Y)-- [9:0-3-8,0-3-0], [13:0-3-8,0-3-0] 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 0.77 0.22 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.19 0.02 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 503 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-13,2-11,3-10,6-10,7-9: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-3-8, 8=Mechanical Max Grav 14=7091(LC 1), 8=7091(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-6939/0, 1-2=-6068/0, 2-3=-8931/0, 3-4=-8697/0, 4-6=-8697/0, 6-7=-5669/0, 7-8=-6954/0 BOT CHORD 11-13=0/6068, 10-11=0/8931, 9-10=0/5669 WEBS 1-13=0/8313, 2-13=-5775/0, 2-11=0/3959, 3-11=-2566/0, 3-10=-322/0, 4-10=-2738/0, 6-10=0/4188, 6-9=-5812/0, 7-9=0/8132 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) The Fabrication Tolerance at joint 5 = 11%, joint 12 = 11% 4) Refer to girder(s) for truss to truss connections. 5) 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. 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. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-650, 8-14=-20 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-650, 8-14=-20 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 J22205842 Truss TG16 Truss Type FLOOR Qty 2 Ply 3 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776111 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:34 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-s2KAFb4nj15OdLOY4Shb9yYjcoSMjJeIFuZ2trylNit LOAD CASE(S) Standard 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-313, 8-14=-20 Concentrated Loads (lb) Vert: 1=-250 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-313, 8-14=-20 Concentrated Loads (lb) Vert: 15=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-313, 8-14=-20 Concentrated Loads (lb) Vert: 16=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-313, 8-14=-20 Concentrated Loads (lb) Vert: 17=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-313, 8-14=-20 Concentrated Loads (lb) Vert: 18=-250 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-313, 8-14=-20 Concentrated Loads (lb) Vert: 19=-250 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-313, 8-14=-20 Concentrated Loads (lb) Vert: 7=-250 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-313, 8-14=-20 Concentrated Loads (lb) Vert: 2=-250 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-313, 8-14=-20 Concentrated Loads (lb) Vert: 3=-250 12) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-313, 8-14=-20 Concentrated Loads (lb) Vert: 4=-250 13) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-313, 8-14=-20 Concentrated Loads (lb) Vert: 6=-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 J22205842 Truss TG17 Truss Type GABLE Qty 2 Ply 2 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776112 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:35 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-KEtZSx4QUKDFFVzkdACqi952hCr3Sv4STXIcPIylNis Scale = 1:26.8 1 2 3 4 7 6 5 17 18 19 2x4 5x6 3x4 4x6 3x8 3x6 4x6 2x4 2x4 3x6 2x4 3x6 2x4 2x4 2x4 3x6 2x4 2x4 2x4 3-10-43-10-4 10-3-06-4-12 3-10-4 3-10-4 6-10-14 3-0-10 10-3-0 3-4-2 4-7-12LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 20.0 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 0.11 0.06 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 188 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed 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, 5=0-3-8, 6=0-5-8 Max Grav 7=828(LC 7), 5=1695(LC 11), 6=3689(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-790/0, 4-5=-909/0 BOT CHORD 5-6=0/641 WEBS 1-6=-300/0, 2-6=-2151/0, 3-6=-1341/0, 3-5=-1026/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) Gable studs spaced at 2-0-0 oc. 5) 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. 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. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-570, 5-7=-40 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-570, 5-7=-40 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-570, 2-4=-490, 5-7=-40 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 J22205842 Truss TG17 Truss Type GABLE Qty 2 Ply 2 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776112 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:35 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-KEtZSx4QUKDFFVzkdACqi952hCr3Sv4STXIcPIylNis LOAD CASE(S) Standard 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-490, 2-4=-570, 5-7=-40 5) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-570, 2-4=-490, 5-7=-40 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-490, 2-4=-570, 5-7=-40 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-490, 5-7=-40 Concentrated Loads (lb) Vert: 1=-250 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-490, 5-7=-40 Concentrated Loads (lb) Vert: 17=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-490, 5-7=-40 Concentrated Loads (lb) Vert: 18=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-490, 5-7=-40 Concentrated Loads (lb) Vert: 19=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-490, 5-7=-40 Concentrated Loads (lb) Vert: 4=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-490, 5-7=-40 Concentrated Loads (lb) Vert: 2=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-490, 5-7=-40 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 J22205842 Truss TG18 Truss Type FLOOR Qty 2 Ply 3 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776113 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:36 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-pRRxgH52FeL6sfYwBtj3ENe99b11BFXbiB29ykylNir Scale = 1:37.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 3x8 M18AHS 6x10 6x8 6x10 4x6 5x16 M18AHS8x16 3x6 3x4 4x10 4x6 3x6 4x8 5x8 3x6 8x16 4-5-74-5-7 8-9-24-3-11 13-0-144-3-12 17-4-94-3-11 21-5-84-0-15 4-5-7 4-5-7 7-4-8 2-11-1 8-9-2 1-4-10 13-0-14 4-3-12 14-5-9 1-4-11 17-4-9 2-11-0 21-5-8 4-0-15 2-11-8Plate Offsets (X,Y)-- [1:0-3-0,0-2-8], [9:0-2-12,0-2-8], [11:0-5-4,0-4-0], [15:0-7-0,0-4-0], [16:0-3-12,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 20.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.38 0.65 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.50 0.12 (loc) 13 12-13 10 l/defl >999 >502 n/a L/d 480 240 n/a PLATES MT20 M18AHS Weight: 477 lb FT = 11% GRIP 197/144 142/136 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-16,9-10: 2x6 SPF No.2, 1-15,9-11: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-3-12, 10=Mechanical Max Grav 16=13239(LC 1), 10=9621(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-12933/0, 1-2=-15321/0, 2-3=-15321/0, 3-4=-25474/0, 4-5=-25275/0, 5-6=-25275/0, 6-8=-14508/0, 8-9=-14508/0, 9-10=-9324/0 BOT CHORD 15-16=0/435, 13-15=0/24740, 12-13=0/25474, 11-12=0/24264, 10-11=0/404 WEBS 1-15=0/17168, 2-15=-777/0, 3-13=0/1481, 4-13=-1128/0, 4-12=-367/0, 5-12=-1467/0, 6-12=0/2032, 8-11=-831/0, 9-11=0/16675, 3-15=-12246/0, 6-11=-12692/0 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 7 = 11%, joint 14 = 11% 5) Refer to girder(s) for truss to truss connections. 6) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 7) 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. 8) 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: 1-9=-120, 10-16=-40 Concentrated Loads (lb) Vert: 1=-3900 3=-7800 6=-7800 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 J22205842 Truss TG18 Truss Type FLOOR Qty 2 Ply 3 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776113 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:36 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-pRRxgH52FeL6sfYwBtj3ENe99b11BFXbiB29ykylNir LOAD CASE(S) Standard 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-9=-120, 10-16=-40 Concentrated Loads (lb) Vert: 1=-3900 3=-7800 6=-7800 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-40, 10-16=-40 Concentrated Loads (lb) Vert: 1=-2200 3=-7800 6=-7800 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-40, 10-16=-40 Concentrated Loads (lb) Vert: 1=-1950 3=-7800 6=-7800 17=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-40, 10-16=-40 Concentrated Loads (lb) Vert: 1=-1950 3=-7800 6=-7800 18=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-40, 10-16=-40 Concentrated Loads (lb) Vert: 1=-1950 3=-7800 6=-7800 19=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-40, 10-16=-40 Concentrated Loads (lb) Vert: 1=-1950 3=-7800 6=-7800 20=-250 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-40, 10-16=-40 Concentrated Loads (lb) Vert: 1=-1950 3=-7800 6=-7800 21=-250 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-40, 10-16=-40 Concentrated Loads (lb) Vert: 1=-1950 7=-250 3=-7800 6=-7800 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-40, 10-16=-40 Concentrated Loads (lb) Vert: 1=-1950 3=-7800 6=-7800 22=-250 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-40, 10-16=-40 Concentrated Loads (lb) Vert: 1=-1950 9=-250 3=-7800 6=-7800 12) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-40, 10-16=-40 Concentrated Loads (lb) Vert: 1=-1950 2=-250 3=-7800 6=-7800 13) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-40, 10-16=-40 Concentrated Loads (lb) Vert: 1=-1950 3=-8050 6=-7800 14) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-40, 10-16=-40 Concentrated Loads (lb) Vert: 1=-1950 3=-7800 4=-250 6=-7800 15) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-40, 10-16=-40 Concentrated Loads (lb) Vert: 1=-1950 3=-7800 5=-250 6=-7800 16) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-40, 10-16=-40 Concentrated Loads (lb) Vert: 1=-1950 3=-7800 6=-8050 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 J22205842 Truss TG18 Truss Type FLOOR Qty 2 Ply 3 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776113 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:36 2022 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-pRRxgH52FeL6sfYwBtj3ENe99b11BFXbiB29ykylNir LOAD CASE(S) Standard 17) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-40, 10-16=-40 Concentrated Loads (lb) Vert: 1=-1950 3=-7800 6=-7800 8=-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 J22205842 Truss TG19 Truss Type FLOOR Qty 2 Ply 2 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776114 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:37 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-Hd?Jtd6g0yTzUo77lbFInaAKo?W1wmolxrniUAylNiq Scale = 1:28.0 1 2 3 6 5 4 7 8 9 10 3x6 4x6 3x6 4x8 2x4 4x6 3-1-03-1-0 6-2-03-1-0 3-1-0 3-1-0 6-2-0 3-1-0 4-7-12LOADING (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-P 0.33 0.09 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 105 lb FT = 11% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 4=0-3-8 Max Grav 6=2611(LC 1), 4=2299(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1962/0, 1-2=-806/0, 2-3=-806/0, 3-4=-1962/0 WEBS 1-5=0/1386, 2-5=-2152/0, 3-5=0/1386 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Load case(s) 1, 2, 3, 4, 5, 6, 7 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) 329 lb down at 0-1-12, and 322 lb down at 2-2-0, and 322 lb down at 4-2-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-650, 4-6=-20 Concentrated Loads (lb) Vert: 6=-329(B) 9=-322(B) 10=-322(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-650, 4-6=-20 Concentrated Loads (lb) Vert: 6=-329(B) 9=-322(B) 10=-322(B) 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 J22205842 Truss TG19 Truss Type FLOOR Qty 2 Ply 2 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776114 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:37 2022 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-Hd?Jtd6g0yTzUo77lbFInaAKo?W1wmolxrniUAylNiq LOAD CASE(S) Standard 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-313, 4-6=-20 Concentrated Loads (lb) Vert: 6=-329(B) 1=-250 9=-322(B) 10=-322(B) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-313, 4-6=-20 Concentrated Loads (lb) Vert: 6=-329(B) 7=-250 9=-322(B) 10=-322(B) 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-313, 4-6=-20 Concentrated Loads (lb) Vert: 6=-329(B) 8=-250 9=-322(B) 10=-322(B) 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-313, 4-6=-20 Concentrated Loads (lb) Vert: 6=-329(B) 3=-250 9=-322(B) 10=-322(B) 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-313, 4-6=-20 Concentrated Loads (lb) Vert: 6=-329(B) 2=-250 9=-322(B) 10=-322(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 J22205842 Truss TG20 Truss Type FLOOR Qty 2 Ply 3 ONYX+EAST - MELANGE - B2 - 4TH/ROOF Job Reference (optional) I53776115 8.530 s Jul 18 2022 MiTek Industries, Inc. Mon Aug 22 06:19:37 2022 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-Hd?Jtd6g0yTzUo77lbFInaAMq?X3wsIlxrniUAylNiq Scale = 1:18.6 1 2 3 5 4 6 7 4x6 3x6 3x6 4x6 4x6 6-2-06-2-0 3-1-0 3-1-0 6-2-0 3-1-0 2-11-8LOADING (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-P 0.20 0.02 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 136 lb FT = 11% GRIP 197/144 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 4=0-3-8 Max Grav 5=426(LC 3), 4=4311(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-279/0, 3-4=-4008/0 BOT CHORD 4-5=0/295 WEBS 2-5=-383/0, 2-4=-383/0 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-120, 4-5=-20 Concentrated Loads (lb) Vert: 3=-3900 August 22,2022 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths