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HomeMy WebLinkAboutI47547559.J2110461916023 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 23,2021 Liu, Xuegang Pages or sheets covered by this seal: I47547559 thru I47547572 My license renewal date for the state of Indiana is July 31, 2022. J21104619 ONYX+EAST - MELANGE - B5 - 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 J21104619 Truss T01 Truss Type FLOOR Qty 18 Ply 1 ONYX+EAST - MELANGE - B5 - 4TH/ROOF Job Reference (optional) I47547559 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:03:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-b0M?3Wrt8DHqjiV1JLvYKT0pAaIyWCykdPSIZ3ym_d? 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. they have some framing above preventing drift load.some of these are floor trusses this is all correct and we have done it before all the loading is correct for what they want i put more notes on there but if you want more go ahead and add them August 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J21104619 Truss T02 Truss Type FLOOR Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 4TH/ROOF Job Reference (optional) I47547560 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:03:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-3CwNHsrWvXPhLs3Et3RnsgZ9J_lPFh4ts2Cr6Vym_d_ Scale = 1:27.8 1 2 3 6 5 4 7 8 2x4 4x6 2x4 3x6 3x4 3x4 4-5-74-5-7 8-11-84-6-1 4-5-7 4-5-7 8-11-8 4-6-1 4-7-12LOADING (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-P 0.31 0.18 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 49 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=650(LC 1), 4=650(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-615/0, 1-2=-401/0, 3-4=-335/0 BOT CHORD 4-5=0/401 WEBS 1-5=0/565, 2-5=-294/0, 2-4=-561/0 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 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J21104619 Truss T03 Truss Type FLOOR Qty 6 Ply 1 ONYX+EAST - MELANGE - B5 - 4TH/ROOF Job Reference (optional) I47547561 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:03:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-3CwNHsrWvXPhLs3Et3RnsgZ73_kjFeGts2Cr6Vym_d_ Scale = 1:26.8 1 2 3 4 8 7 6 5 9 10 11 2x4 4x6 2x4 3x4 3x8 3x4 3x4 3x4 4-5-74-5-7 8-9-24-3-11 12-6-03-8-14 4-5-7 4-5-7 8-9-2 4-3-11 12-6-0 3-8-14 4-7-12Plate Offsets (X,Y)-- [7:0-3-8,0-1-8] 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 0.39 0.23 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 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=Mechanical Max Grav 8=916(LC 1), 5=916(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-875/0, 1-2=-652/0, 2-3=-588/0, 4-5=-322/0 BOT CHORD 6-7=0/652, 5-6=0/588 WEBS 1-7=0/904, 2-7=-546/0, 3-5=-904/0 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 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J21104619 Truss T04 Truss Type Flat Qty 24 Ply 1 ONYX+EAST - MELANGE - B5 - 4TH/ROOF Job Reference (optional) I47547562 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:03:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-XOUlUBs8gqXYz0eQRmy0Pu5FOOv6_5A05ixPdxym_cz Scale = 1:42.7 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 100 lb uplift at joint(s) 14, 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. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. August 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J21104619 Truss T05 Truss Type Flat Qty 3 Ply 1 ONYX+EAST - MELANGE - B5 - 4TH/ROOF Job Reference (optional) I47547563 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:03:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-?b17iXtmR8fOaADc?UTFy5eREoQYjbuAJMhy9Oym_cy Scale = 1:19.2 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 100 lb uplift at joint(s) 8, 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 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J21104619 Truss T06 Truss Type FLAT Qty 18 Ply 1 ONYX+EAST - MELANGE - B5 - 4TH/ROOF Job Reference (optional) I47547564 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:03:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-TnbWvtuOCSnFCKopYB_UUJAZLClRS_BJY0QViqym_cx Scale = 1:39.3 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 100 lb uplift at joint(s) except (jt=lb) 6=142, 4=143. 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 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. August 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J21104619 Truss T06 Truss Type FLAT Qty 18 Ply 1 ONYX+EAST - MELANGE - B5 - 4TH/ROOF Job Reference (optional) I47547564 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:03:30 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-TnbWvtuOCSnFCKopYB_UUJAZLClRS_BJY0QViqym_cx 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 J21104619 Truss TG01 Truss Type FLOOR Qty 3 Ply 3 ONYX+EAST - MELANGE - B5 - 4TH/ROOF Job Reference (optional) I47547565 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:03:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-xz9u6Du0zlw6qUN?6uVj1Wjpob5GBNQTngA3EGym_cw Scale = 1:36.9 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 26 27 28 4x6 5x6 4x6 6x10 5x6 6x8 6x10 4x8 4x8 3x4 2x4 5x12 4x8 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)-- [1:0-2-0,0-1-8], [2:0-3-8,0-2-0], [6:0-3-8,0-2-0], [8:Edge,0-3-8], [9:0-2-0,0-2-0], [11:0-3-8,0-2-0], [13:0-3-8,0-3-0] 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 0.34 0.25 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.24 0.03 (loc) 10 10-11 8 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 520 lb FT = 11% GRIP 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 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 (req. 0-4-5), 8=0-5-8 Max Grav 14=8219(LC 1), 8=8834(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-7737/0, 1-2=-7287/0, 2-3=-10861/0, 3-4=-10921/0, 4-6=-10921/0, 6-7=-7687/0, 7-8=-8118/0 BOT CHORD 11-13=0/7287, 10-11=0/10861, 9-10=0/7687 WEBS 1-13=0/9972, 2-13=-5427/0, 2-11=0/4943, 3-11=-1951/0, 4-10=-1848/0, 6-10=0/4472, 6-9=-5109/0, 7-9=0/10517 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) The Fabrication Tolerance at joint 5 = 11%, joint 12 = 11% 4) WARNING: Required bearing size at joint(s) 14 greater than input bearing size. 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. 8) 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) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-440, 8-14=-40 Continued on page 2 August 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J21104619 Truss TG01 Truss Type FLOOR Qty 3 Ply 3 ONYX+EAST - MELANGE - B5 - 4TH/ROOF Job Reference (optional) I47547565 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:03:31 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-xz9u6Du0zlw6qUN?6uVj1Wjpob5GBNQTngA3EGym_cw LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12=-589(B) 9=-667(B) 20=-589(B) 21=-589(B) 22=-589(B) 23=-589(B) 24=-589(B) 25=-589(B) 26=-589(B) 27=-667(B) 28=-667(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-440, 8-14=-40 Concentrated Loads (lb) Vert: 12=-589(B) 9=-667(B) 20=-589(B) 21=-589(B) 22=-589(B) 23=-589(B) 24=-589(B) 25=-589(B) 26=-589(B) 27=-667(B) 28=-667(B) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-360, 8-14=-40 Concentrated Loads (lb) Vert: 1=-250 12=-589(B) 9=-667(B) 20=-589(B) 21=-589(B) 22=-589(B) 23=-589(B) 24=-589(B) 25=-589(B) 26=-589(B) 27=-667(B) 28=-667(B) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-360, 8-14=-40 Concentrated Loads (lb) Vert: 12=-589(B) 9=-667(B) 15=-250 20=-589(B) 21=-589(B) 22=-589(B) 23=-589(B) 24=-589(B) 25=-589(B) 26=-589(B) 27=-667(B) 28=-667(B) 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-360, 8-14=-40 Concentrated Loads (lb) Vert: 12=-589(B) 9=-667(B) 16=-250 20=-589(B) 21=-589(B) 22=-589(B) 23=-589(B) 24=-589(B) 25=-589(B) 26=-589(B) 27=-667(B) 28=-667(B) 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-360, 8-14=-40 Concentrated Loads (lb) Vert: 12=-589(B) 9=-667(B) 17=-250 20=-589(B) 21=-589(B) 22=-589(B) 23=-589(B) 24=-589(B) 25=-589(B) 26=-589(B) 27=-667(B) 28=-667(B) 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-360, 8-14=-40 Concentrated Loads (lb) Vert: 12=-589(B) 9=-667(B) 18=-250 20=-589(B) 21=-589(B) 22=-589(B) 23=-589(B) 24=-589(B) 25=-589(B) 26=-589(B) 27=-667(B) 28=-667(B) 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-360, 8-14=-40 Concentrated Loads (lb) Vert: 12=-589(B) 9=-667(B) 19=-250 20=-589(B) 21=-589(B) 22=-589(B) 23=-589(B) 24=-589(B) 25=-589(B) 26=-589(B) 27=-667(B) 28=-667(B) 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-360, 8-14=-40 Concentrated Loads (lb) Vert: 7=-250 12=-589(B) 9=-667(B) 20=-589(B) 21=-589(B) 22=-589(B) 23=-589(B) 24=-589(B) 25=-589(B) 26=-589(B) 27=-667(B) 28=-667(B) 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-360, 8-14=-40 Concentrated Loads (lb) Vert: 12=-589(B) 2=-250 9=-667(B) 20=-589(B) 21=-589(B) 22=-589(B) 23=-589(B) 24=-589(B) 25=-589(B) 26=-589(B) 27=-667(B) 28=-667(B) 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-360, 8-14=-40 Concentrated Loads (lb) Vert: 12=-589(B) 3=-250 9=-667(B) 20=-589(B) 21=-589(B) 22=-589(B) 23=-589(B) 24=-589(B) 25=-589(B) 26=-589(B) 27=-667(B) 28=-667(B) 12) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-360, 8-14=-40 Concentrated Loads (lb) Vert: 12=-589(B) 4=-250 9=-667(B) 20=-589(B) 21=-589(B) 22=-589(B) 23=-589(B) 24=-589(B) 25=-589(B) 26=-589(B) 27=-667(B) 28=-667(B) 13) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-360, 8-14=-40 Concentrated Loads (lb) Vert: 12=-589(B) 6=-250 9=-667(B) 20=-589(B) 21=-589(B) 22=-589(B) 23=-589(B) 24=-589(B) 25=-589(B) 26=-589(B) 27=-667(B) 28=-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 J21104619 Truss TG02 Truss Type FLOOR Qty 3 Ply 2 ONYX+EAST - MELANGE - B5 - 4TH/ROOF Job Reference (optional) I47547566 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:03:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-xz9u6Du0zlw6qUN?6uVj1Wjnnb6HBUFTngA3EGym_cw Scale = 1:37.0 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 3x6 4x8 4x6 5x8 3x6 6x8 4x10 4x6 4x6 3x4 2x4 4x8 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 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)-- [6:0-3-8,0-1-8], [9:0-3-8,0-2-8], [13:0-3-8,0-2-0] 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 0.47 0.19 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.16 0.02 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 316 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 *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=0-5-8 Max Grav 14=2989(LC 1), 8=3250(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-2877/0, 1-2=-2751/0, 2-3=-4665/0, 3-4=-4391/0, 4-6=-4391/0, 6-7=-2859/0, 7-8=-3130/0 BOT CHORD 11-13=0/2751, 10-11=0/4665, 9-10=0/2859 WEBS 1-13=0/3774, 2-13=-2455/0, 2-11=0/2646, 3-11=-562/0, 3-10=-379/67, 4-10=-982/0, 6-10=0/2119, 6-9=-2547/0, 7-9=0/3916 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 5 = 11%, joint 12 = 11% 4) 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. 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) 1198 lb down at 9-1-0 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=-140, 3-7=-230, 8-14=-40 Concentrated Loads (lb) Vert: 20=-1198(F) Continued on page 2 August 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J21104619 Truss TG02 Truss Type FLOOR Qty 3 Ply 2 ONYX+EAST - MELANGE - B5 - 4TH/ROOF Job Reference (optional) I47547566 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:03:31 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-xz9u6Du0zlw6qUN?6uVj1Wjnnb6HBUFTngA3EGym_cw LOAD CASE(S) Standard 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-140, 3-7=-230, 8-14=-40 Concentrated Loads (lb) Vert: 20=-1198(F) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-7=-150, 8-14=-40 Concentrated Loads (lb) Vert: 1=-250 20=-561(F) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-7=-150, 8-14=-40 Concentrated Loads (lb) Vert: 15=-250 20=-561(F) 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-7=-150, 8-14=-40 Concentrated Loads (lb) Vert: 16=-250 20=-561(F) 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-7=-150, 8-14=-40 Concentrated Loads (lb) Vert: 17=-250 20=-561(F) 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-7=-150, 8-14=-40 Concentrated Loads (lb) Vert: 18=-250 20=-561(F) 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-7=-150, 8-14=-40 Concentrated Loads (lb) Vert: 19=-250 20=-561(F) 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-7=-150, 8-14=-40 Concentrated Loads (lb) Vert: 7=-250 20=-561(F) 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-7=-150, 8-14=-40 Concentrated Loads (lb) Vert: 2=-250 20=-561(F) 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-7=-150, 8-14=-40 Concentrated Loads (lb) Vert: 3=-250 20=-561(F) 12) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-7=-150, 8-14=-40 Concentrated Loads (lb) Vert: 4=-250 20=-561(F) 13) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-7=-150, 8-14=-40 Concentrated Loads (lb) Vert: 6=-250 20=-561(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104619 Truss TG03 Truss Type FLOOR Qty 3 Ply 2 ONYX+EAST - MELANGE - B5 - 4TH/ROOF Job Reference (optional) I47547567 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:03:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-PAjGKZvek32zSdyBgc0yZkGwv?R_wvJc0Kvcmjym_cv Scale = 1:30.5 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 3x6 4x8 4x6 5x8 3x6 6x8 4x8 3x8 4x6 3x4 2x4 6x10 4-5-74-5-7 8-9-24-3-11 13-0-144-3-11 17-4-94-3-11 18-0-80-7-15 4-5-7 4-5-7 8-9-2 4-3-11 13-0-14 4-3-11 17-4-9 4-3-11 18-0-8 0-7-15 4-7-12Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [11:0-3-8,0-2-0] 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 0.64 0.22 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.13 0.01 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 261 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 *Except* 1-11,2-9,3-8,6-8: 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)12=0-3-8, 7=0-5-8 Max Grav 12=2825(LC 1), 7=3809(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-2708/0, 1-2=-2576/0, 2-3=-4348/0, 3-5=-3768/0, 5-6=-3768/0, 6-7=-3676/0 BOT CHORD 9-11=0/2576, 8-9=0/4348 WEBS 1-11=0/3533, 2-11=-2329/0, 2-9=0/2451, 3-9=-305/0, 3-8=-802/0, 5-8=-1160/0, 6-8=0/4909 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) The Fabrication Tolerance at joint 4 = 11%, joint 10 = 11% 4) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11 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) 1198 lb down at 9-1-0, and 1419 lb down at 12-7-8 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=-140, 3-6=-230, 7-12=-40 Concentrated Loads (lb) Vert: 17=-1198(B) 18=-1419(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Continued on page 2 August 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J21104619 Truss TG03 Truss Type FLOOR Qty 3 Ply 2 ONYX+EAST - MELANGE - B5 - 4TH/ROOF Job Reference (optional) I47547567 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:03:32 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-PAjGKZvek32zSdyBgc0yZkGwv?R_wvJc0Kvcmjym_cv LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-140, 3-6=-230, 7-12=-40 Concentrated Loads (lb) Vert: 17=-1198(B) 18=-1419(F) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-150, 7-12=-40 Concentrated Loads (lb) Vert: 1=-250 17=-561(B) 18=-777(F) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-150, 7-12=-40 Concentrated Loads (lb) Vert: 13=-250 17=-561(B) 18=-777(F) 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-150, 7-12=-40 Concentrated Loads (lb) Vert: 14=-250 17=-561(B) 18=-777(F) 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-150, 7-12=-40 Concentrated Loads (lb) Vert: 15=-250 17=-561(B) 18=-777(F) 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-150, 7-12=-40 Concentrated Loads (lb) Vert: 16=-250 17=-561(B) 18=-777(F) 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-150, 7-12=-40 Concentrated Loads (lb) Vert: 6=-250 17=-561(B) 18=-777(F) 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-150, 7-12=-40 Concentrated Loads (lb) Vert: 2=-250 17=-561(B) 18=-777(F) 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-150, 7-12=-40 Concentrated Loads (lb) Vert: 3=-250 17=-561(B) 18=-777(F) 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-150, 7-12=-40 Concentrated Loads (lb) Vert: 5=-250 17=-561(B) 18=-777(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104619 Truss TG04 Truss Type FLOOR Qty 3 Ply 3 ONYX+EAST - MELANGE - B5 - 4TH/ROOF Job Reference (optional) I47547568 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:03:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-tMHeXvwHUNAq3nXNEJXB6xoAcPiffK_mE_f9I9ym_cu Scale = 1:39.0 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 5x10 MT18HS 12x12 6x8 8x16 5x10 MT18HS8x8 8x10 8x8 6x6 4x6 3x6 10x10 6x8 8x10 4-5-74-5-7 8-9-24-3-11 13-0-144-3-11 17-10-124-9-14 21-10-03-11-4 4-5-7 4-5-7 8-9-2 4-3-11 13-0-14 4-3-11 17-10-12 4-9-14 21-10-0 3-11-4 4-7-12Plate Offsets (X,Y)-- [2:0-3-8,0-4-0], [6:0-3-0,0-2-4], [7:Edge,0-2-8], [8:Edge,0-2-8], [9:0-3-8,0-2-0], [10:0-2-0,0-5-12], [11:0-1-12,0-2-4], [13:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 35.0 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 0.51 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.40 0.06 (loc) 10-11 10-11 8 l/defl >999 >633 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 603 lb FT = 11% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF 2100F 1.8E *Except* 1-14,7-8: 2x8 SP 2400F 2.0E, 2-13,3-11,4-10,6-9: 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=0-5-6, 8=0-5-8 Max Grav 14=17149(LC 1), 8=17660(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-15782/0, 1-2=-14663/0, 2-3=-22989/0, 3-4=-23961/0, 4-6=-23961/0, 6-7=-13780/0, 7-8=-16485/0 BOT CHORD 13-14=0/647, 11-13=0/14663, 10-11=0/22989, 9-10=0/13780, 8-9=0/616 WEBS 1-13=0/19560, 2-13=-11479/0, 2-11=0/11416, 3-11=-5027/0, 3-10=0/1332, 4-10=-4158/0, 6-10=0/13281, 6-9=-12340/0, 7-9=0/19684 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 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. 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) 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. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3178 lb down at 12-7-8 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: 1-7=-930, 8-14=-560(F=-520) Concentrated Loads (lb) Vert: 20=-3178(B) Continued on page 2 August 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J21104619 Truss TG04 Truss Type FLOOR Qty 3 Ply 3 ONYX+EAST - MELANGE - B5 - 4TH/ROOF Job Reference (optional) I47547568 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:03:33 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-tMHeXvwHUNAq3nXNEJXB6xoAcPiffK_mE_f9I9ym_cu LOAD CASE(S) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-930, 8-14=-560(F=-520) Concentrated Loads (lb) Vert: 20=-3178(B) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-850, 8-14=-560(F=-520) Concentrated Loads (lb) Vert: 1=-250 20=-2452(B) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-850, 8-14=-560(F=-520) Concentrated Loads (lb) Vert: 15=-250 20=-2452(B) 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-850, 8-14=-560(F=-520) Concentrated Loads (lb) Vert: 16=-250 20=-2452(B) 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-850, 8-14=-560(F=-520) Concentrated Loads (lb) Vert: 17=-250 20=-2452(B) 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-850, 8-14=-560(F=-520) Concentrated Loads (lb) Vert: 18=-250 20=-2452(B) 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-850, 8-14=-560(F=-520) Concentrated Loads (lb) Vert: 19=-250 20=-2452(B) 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-850, 8-14=-560(F=-520) Concentrated Loads (lb) Vert: 7=-250 20=-2452(B) 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-850, 8-14=-560(F=-520) Concentrated Loads (lb) Vert: 2=-250 20=-2452(B) 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-850, 8-14=-560(F=-520) Concentrated Loads (lb) Vert: 3=-250 20=-2452(B) 12) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-850, 8-14=-560(F=-520) Concentrated Loads (lb) Vert: 4=-250 20=-2452(B) 13) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-850, 8-14=-560(F=-520) Concentrated Loads (lb) Vert: 6=-250 20=-2452(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 J21104619 Truss TG05 Truss Type FLOOR Qty 3 Ply 2 ONYX+EAST - MELANGE - B5 - 4TH/ROOF Job Reference (optional) I47547569 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:03:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-tMHeXvwHUNAq3nXNEJXB6xoCyPoyfUrmE_f9I9ym_cu 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 0.17 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=1238(LC 1), 4=1238(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1001/0, 3-4=-1001/0 WEBS 2-5=-736/0, 1-5=0/518, 3-5=0/518 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) 620 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=-620(F) August 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J21104619 Truss TG05A Truss Type FLOOR Qty 3 Ply 2 ONYX+EAST - MELANGE - B5 - 4TH/ROOF Job Reference (optional) I47547570 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:03:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-MYr0lFxvFgIhhx6an13Qf9LOrp9cOxbvTeOjrbym_ct Scale = 1:28.0 1 2 3 6 5 4 7 8 9 10 3x6 4x6 3x6 8x8 2x4 4x6 2-6-42-6-4 5-0-82-6-4 2-6-4 2-6-4 5-0-8 2-6-4 4-7-12Plate Offsets (X,Y)-- [5:0-4-0,0-5-0] 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-P 0.10 0.08 0.13 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: 93 lb FT = 11% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 5-2-0 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=1417(LC 1), 4=1617(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1058/0, 1-2=-464/0, 2-3=-464/0, 3-4=-1058/0 WEBS 1-5=0/928, 2-5=-620/0, 3-5=0/928 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) 876 lb down at 1-9-0, and 876 lb down at 3-10-0 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=-230, 4-6=-40 Concentrated Loads (lb) Vert: 9=-876(F) 10=-876(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-230, 4-6=-40 Concentrated Loads (lb) Vert: 9=-876(F) 10=-876(F) Continued on page 2 August 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J21104619 Truss TG05A Truss Type FLOOR Qty 3 Ply 2 ONYX+EAST - MELANGE - B5 - 4TH/ROOF Job Reference (optional) I47547570 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:03:34 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-MYr0lFxvFgIhhx6an13Qf9LOrp9cOxbvTeOjrbym_ct LOAD CASE(S) Standard 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-150, 4-6=-40 Concentrated Loads (lb) Vert: 1=-250 9=-387(F) 10=-387(F) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-150, 4-6=-40 Concentrated Loads (lb) Vert: 7=-250 9=-387(F) 10=-387(F) 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-150, 4-6=-40 Concentrated Loads (lb) Vert: 8=-250 9=-387(F) 10=-387(F) 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-150, 4-6=-40 Concentrated Loads (lb) Vert: 3=-250 9=-387(F) 10=-387(F) 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-150, 4-6=-40 Concentrated Loads (lb) Vert: 2=-250 9=-387(F) 10=-387(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104619 Truss TG06 Truss Type FLOOR Qty 3 Ply 3 ONYX+EAST - MELANGE - B5 - 4TH/ROOF Job Reference (optional) I47547571 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:03:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-MYr0lFxvFgIhhx6an13Qf9LLTp1YOoZvTeOjrbym_ct 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], [11:0-5-4,0-4-0], [14:0-7-7,0-0-0], [15:0-7-4,0-4-0] 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 0.31 0.60 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.54 0.12 (loc) 13 12-13 10 l/defl >999 >481 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=9306(LC 1), 10=9310(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-9089/0, 1-2=-15630/0, 2-3=-15630/0, 3-4=-25918/0, 4-5=-25994/0, 5-6=-25994/0, 6-8=-15631/0, 8-9=-15631/0, 9-10=-9089/0 BOT CHORD 15-16=0/312, 13-15=0/25170, 12-13=0/25918, 11-12=0/25180, 10-11=0/313 WEBS 1-15=0/17580, 2-15=-778/0, 4-13=-1245/0, 4-12=-81/255, 5-12=-1360/0, 8-11=-774/0, 9-11=0/17581, 3-15=-12405/0, 3-13=0/1508, 6-12=0/1635, 6-11=-12425/0 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=-120, 10-16=-20 Concentrated Loads (lb) Vert: 3=-7800 6=-7800 Continued on page 2 TRUSS TO BE USED AS A FLOOR TRUSS ONLY END VERTICALS NOT DESIGNED FOR ANY LOAD August 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J21104619 Truss TG06 Truss Type FLOOR Qty 3 Ply 3 ONYX+EAST - MELANGE - B5 - 4TH/ROOF Job Reference (optional) I47547571 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:03:34 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-MYr0lFxvFgIhhx6an13Qf9LLTp1YOoZvTeOjrbym_ct LOAD CASE(S) Standard 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-9=-120, 10-16=-20 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=-40, 10-16=-20 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=-40, 10-16=-20 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=-40, 10-16=-20 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=-40, 10-16=-20 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=-40, 10-16=-20 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=-40, 10-16=-20 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=-40, 10-16=-20 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=-40, 10-16=-20 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=-40, 10-16=-20 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=-40, 10-16=-20 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=-40, 10-16=-20 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=-40, 10-16=-20 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=-40, 10-16=-20 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=-40, 10-16=-20 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 J21104619 Truss TG06 Truss Type FLOOR Qty 3 Ply 3 ONYX+EAST - MELANGE - B5 - 4TH/ROOF Job Reference (optional) I47547571 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:03:35 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-qlPPybxX0_QYJ5hmLkafBMuWDDNn7Fp2iI8GN1ym_cs 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=-20 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 J21104619 Truss TG07 Truss Type FLAT Qty 15 Ply 1 ONYX+EAST - MELANGE - B5 - 4TH/ROOF Job Reference (optional) I47547572 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:03:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-qlPPybxX0_QYJ5hmLkafBMuPpDTV7Ex2iI8GN1ym_cs Scale = 1:39.3 1 2 3 6 5 4 8 7 9 10 11 12 2x4 5x10 MT18HS 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)-- [1:0-6-8,0-3-0] 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 0.72 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 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 4-0-8 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(s) 6, 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 Uniform Loads (plf) Vert: 4-6=-20 Continued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. August 23,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J21104619 Truss TG07 Truss Type FLAT Qty 15 Ply 1 ONYX+EAST - MELANGE - B5 - 4TH/ROOF Job Reference (optional) I47547572 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:03:35 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-qlPPybxX0_QYJ5hmLkafBMuPpDTV7Ex2iI8GN1ym_cs LOAD CASE(S) 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 19) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104619 Truss TG07 Truss Type FLAT Qty 15 Ply 1 ONYX+EAST - MELANGE - B5 - 4TH/ROOF Job Reference (optional) I47547572 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Aug 20 10:03:35 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:9s6s3wn6_2crbPO_ky2pwwymxr5-qlPPybxX0_QYJ5hmLkafBMuPpDTV7Ex2iI8GN1ym_cs LOAD CASE(S) 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 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