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HomeMy WebLinkAboutI48499478.J2110496016023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). October 25,2021 Liu, Xuegang Pages or sheets covered by this seal: I48499478 thru I48499500 My license renewal date for the state of Indiana is July 31, 2022. J21104960 ONYX+EAST - MELANGE BLDG 6 - 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 J21104960 Truss T01 Truss Type FLAT Qty 30 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499478 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-XFny2IBSd60mNMMkeT9tQUTG4MFroS_t2t_lXOyPxdE Scale = 1:43.0 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 3x4 4x10 3x6 3x4 3x8 MT18HS3x12 3x8 3x8 3x6 3x8 2x4 3x6 3x8 3x8 3x12 4x10 3-8-133-8-13 7-3-153-7-1 10-11-03-7-1 14-6-13-7-1 18-1-33-7-1 21-10-03-8-13 3-8-13 3-8-13 7-3-15 3-7-1 10-11-0 3-7-1 14-6-1 3-7-1 18-1-3 3-7-1 21-10-0 3-8-13 1-4-07-0-01-4-0Plate Offsets (X,Y)-- [1:0-6-8,0-2-0], [2:0-3-8,0-1-8], [7:0-3-8,0-1-8], [8:0-6-8,0-2-0], [10:0-3-8,0-1-8], [11:0-3-8,0-1-8], [13:0-3-8,0-1-8], [15:0-3-8,0-1-8] LOADING (psf) TCLL (Roof Snow=60.0) TCDL BCLL BCDL 60.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.62 0.46 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.43 -0.76 0.07 0.15 (loc) 12 12 9 12 l/defl >596 >341 n/a >999 L/d 480 240 n/a 240 PLATES MT20 MT18HS Weight: 212 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 16-17,9-18: 2x4 SPF 2100F 1.8E 2-15,3-13,4-12,5-11,7-10: 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (5-3-5 max.): 1-17, 1-8, 8-18, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-3-8, 9=0-5-8 Max Horz 16=525(LC 11) Max Uplift 16=-181(LC 10), 9=-181(LC 11) Max Grav 16=1939(LC 1), 9=1939(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1837/356, 1-2=-5515/1350, 2-3=-8818/1221, 3-4=-9888/1108, 4-5=-9888/1108, 5-7=-8818/1234, 7-8=-5515/1358, 8-9=-1837/356 BOT CHORD 15-16=-1554/1602, 13-15=-1738/5515, 12-13=-1610/8818, 11-12=-871/8818, 10-11=-995/5515, 9-10=-815/862 WEBS 1-15=-866/5415, 2-15=-1500/262, 2-13=-816/3439, 3-13=-881/277, 3-12=-547/1162, 4-12=-564/108, 5-12=-565/1172, 5-11=-881/279, 7-11=-811/3439, 7-10=-1500/262, 8-10=-870/5415 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=151ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=60.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=181, 9=181. 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Continued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. October 25,2021 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 J21104960 Truss T01 Truss Type FLAT Qty 30 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499478 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:27 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-XFny2IBSd60mNMMkeT9tQUTG4MFroS_t2t_lXOyPxdE NOTES- 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. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21104960 Truss T02 Truss Type FLAT Qty 12 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499479 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-?RLKFeC4OP8c?WwxBAg6yi0RlmcjXwn0HXkI3qyPxdD Scale = 1:38.8 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 3x4 5x8 3x8 3x4 3x8 MT18HS5x8 4x6 4x6 4x6 4x10 2x4 4x6 5x8 5x8 4-0-104-0-10 7-11-93-10-14 11-10-73-10-14 15-9-63-10-14 19-10-04-0-10 4-0-10 4-0-10 7-11-9 3-10-14 11-10-7 3-10-14 15-9-6 3-10-14 19-10-0 4-0-10 1-4-07-0-01-4-0Plate Offsets (X,Y)-- [1:0-4-8,0-2-8], [7:0-4-8,0-2-8], [9:0-3-8,0-2-8], [13:0-3-8,0-2-8] LOADING (psf) TCLL (Roof Snow=60.0) TCDL BCLL BCDL 60.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.63 0.42 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.34 -0.59 0.05 0.12 (loc) 10-11 10-11 8 10-11 l/defl >698 >398 n/a >999 L/d 480 360 n/a 240 PLATES MT20 MT18HS Weight: 181 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E 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 2-0-0 oc purlins (5-7-10 max.): 1-15, 1-7, 7-16, 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 Horz 14=-525(LC 10) Max Uplift 14=-183(LC 10), 8=-183(LC 11) Max Grav 14=1759(LC 1), 8=1759(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1658/352, 1-2=-5264/1251, 2-3=-7880/1035, 3-4=-7856/1028, 4-6=-7856/1028, 6-7=-5269/1261, 7-8=-1659/352 BOT CHORD 13-14=-1595/1637, 11-13=-1643/5264, 10-11=-1356/7880, 9-10=-892/5269, 8-9=-845/887 WEBS 1-13=-953/5120, 2-13=-1302/273, 2-11=-833/2707, 3-11=-616/270, 3-10=-524/529, 4-10=-612/135, 6-10=-838/2678, 6-9=-1298/274, 7-9=-955/5126 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=151ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=60.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=183, 8=183. 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. October 25,2021 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 J21104960 Truss T03 Truss Type Flat Qty 7 Ply 1 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499480 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-?RLKFeC4OP8c?WwxBAg6yi0O8mfzXxa0HXkI3qyPxdD Scale = 1:38.2 1 2 3 6 5 4 7 8 9 10 3x6 5x8 5x8 3x6 3x12 2x4 4-8-84-8-8 9-5-04-8-8 4-8-8 4-8-8 9-5-0 4-8-8 2-11-87-0-02-11-8Plate Offsets (X,Y)-- [1:0-4-8,0-2-8], [3:0-4-8,0-2-8] LOADING (psf) TCLL (Roof Snow=60.0) TCDL BCLL BCDL 60.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.79 0.21 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 0.00 0.01 (loc) 5 5-6 4 4-5 l/defl >999 >999 n/a >999 L/d 480 360 n/a 240 PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-7,4-8: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD 2-0-0 oc purlins (5-8-1 max.): 1-7, 1-3, 3-8, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-1-10 oc bracing. REACTIONS. (size)6=0-4-3, 4=0-4-3 Max Horz 6=447(LC 11) Max Uplift 6=-238(LC 10), 4=-238(LC 11) Max Grav 6=835(LC 22), 4=835(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-789/507, 1-2=-832/321, 2-3=-832/321, 3-4=-789/508 BOT CHORD 5-6=-914/956 WEBS 1-5=-775/1028, 2-5=-820/208, 3-5=-779/1029 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=151ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=60.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00 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) except (jt=lb) 6=238, 4=238. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. October 25,2021 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 J21104960 Truss T04 Truss Type Flat Qty 40 Ply 1 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499481 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-xqT4gKDKw1OKFq4JJbia275nEaA_?llJkrDP8jyPxdB Scale = 1:40.2 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 4x6 5x8 3x8 4x6 3x6 5x8 4x8 4x8 3x6 3x8 2x4 3x6 4x8 4x8 5x8 5x8 3-10-03-10-0 7-4-83-6-8 10-11-03-6-8 14-5-83-6-8 18-0-03-6-8 21-10-03-10-0 3-10-0 3-10-0 7-4-8 3-6-8 10-11-0 3-6-8 14-5-8 3-6-8 18-0-0 3-6-8 21-10-0 3-10-0 2-11-87-0-02-11-8Plate Offsets (X,Y)-- [1:0-4-8,0-2-8], [2:0-3-8,0-2-0], [7:0-3-8,0-2-0], [8:0-4-8,0-2-8], [9:Edge,0-2-0], [10:0-3-8,0-2-8], [11:0-3-8,0-2-0], [13:0-3-8,0-2-0], [15:0-3-8,0-2-8] LOADING (psf) TCLL (Roof Snow=60.0) TCDL BCLL BCDL 60.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.63 0.88 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.39 0.08 0.07 (loc) 12 12 9 12 l/defl >999 >667 n/a >999 L/d 480 360 n/a 240 PLATES MT20 Weight: 101 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 16-17,9-18: 2x4 SPF 2100F 1.8E, 1-15,8-10: 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (2-7-0 max.): 1-17, 1-8, 8-18, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-5-0 oc bracing. REACTIONS. (size)16=0-3-8, 9=0-5-8 Max Horz 16=447(LC 11) Max Uplift 16=-174(LC 10), 9=-174(LC 11) Max Grav 16=1939(LC 1), 9=1939(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1893/343, 1-2=-2291/533, 2-3=-3540/489, 3-4=-3963/434, 4-5=-3963/434, 5-7=-3540/491, 7-8=-2291/534, 8-9=-1893/344 BOT CHORD 15-16=-758/786, 13-15=-851/2291, 12-13=-807/3540, 11-12=-494/3540, 10-11=-206/2291 WEBS 1-15=-423/2763, 2-15=-1553/278, 2-13=-366/1563, 3-13=-871/266, 3-12=-246/546, 4-12=-571/107, 5-12=-249/548, 5-11=-871/266, 7-11=-365/1563, 7-10=-1553/278, 8-10=-424/2763 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=151ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=60.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00 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) except (jt=lb) 16=174, 9=174. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. October 25,2021 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 J21104960 Truss T05 Truss Type Flat Qty 20 Ply 1 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499482 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-P01SufEyhKWBs_fVtJDpaKeyv_YckE_TzVyyg9yPxdA Scale = 1:41.8 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 3x4 5x8 3x6 3x4 3x6 5x8 4x8 4x8 3x6 3x8 2x4 3x6 4x8 4x8 5x8 5x8 3-6-03-6-0 6-8-83-2-8 9-11-03-2-8 13-1-83-2-8 16-4-03-2-8 19-10-03-6-0 3-6-0 3-6-0 6-8-8 3-2-8 9-11-0 3-2-8 13-1-8 3-2-8 16-4-0 3-2-8 19-10-0 3-6-0 2-11-87-0-02-11-8Plate Offsets (X,Y)-- [1:0-4-8,0-2-8], [2:0-3-8,0-2-0], [7:0-3-8,0-2-0], [8:0-4-8,0-2-8], [9:Edge,0-1-8], [10:0-3-8,0-2-8], [11:0-3-8,0-2-0], [13:0-3-8,0-2-0], [15:0-3-8,0-2-8] LOADING (psf) TCLL (Roof Snow=60.0) TCDL BCLL BCDL 60.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.63 0.72 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.27 0.06 0.05 (loc) 12 12 9 12 l/defl >999 >855 n/a >999 L/d 480 360 n/a 240 PLATES MT20 Weight: 95 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 16-17,9-18: 2x4 SPF 2100F 1.8E, 1-15,8-10: 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (3-0-0 max.): 1-17, 1-8, 8-18, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-6-7 oc bracing. REACTIONS. (size)16=0-3-8, 9=0-5-8 Max Horz 16=447(LC 11) Max Uplift 16=-176(LC 10), 9=-176(LC 11) Max Grav 16=1759(LC 1), 9=1759(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1717/340, 1-2=-1889/499, 2-3=-2913/431, 3-4=-3260/407, 4-5=-3260/407, 5-7=-2913/432, 7-8=-1889/501, 8-9=-1717/340 BOT CHORD 15-16=-765/793, 13-15=-821/1930, 12-13=-752/2913, 11-12=-436/2913, 10-11=-167/1889 WEBS 1-15=-387/2357, 2-15=-1407/263, 2-13=-355/1332, 3-13=-788/269, 3-12=-248/484, 4-12=-516/97, 5-12=-251/485, 5-11=-788/270, 7-11=-354/1332, 7-10=-1407/263, 8-10=-387/2357 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=151ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=60.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00 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) except (jt=lb) 16=176, 9=176. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. October 25,2021 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 J21104960 Truss T06 Truss Type FLOOR Qty 5 Ply 1 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499483 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-tDbr5?FaSee2U7EiQ0k27YABhN2YTlPcB9iWCbyPxd9 Scale = 1:26.8 1 2 3 6 5 4 7 8 2x4 4x6 2x4 4x8 2x4 4x6 5-4-125-4-12 10-9-85-4-12 5-4-12 5-4-12 10-9-8 5-4-12 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-S 0.37 0.10 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, 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=788(LC 1), 4=788(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-739/0, 1-2=-582/0, 2-3=-582/0, 3-4=-739/0 WEBS 1-5=0/733, 2-5=-811/0, 3-5=0/733 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. October 25,2021 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 J21104960 Truss T07 Truss Type FLOOR Qty 10 Ply 1 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499484 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-MP9DJLFCDymv6Hpu_kFHfljNcnO5CDklQoR3l2yPxd8 Scale = 1:27.8 1 2 3 6 5 4 7 8 2x4 4x6 2x4 3x12 2x4 4x6 4-10-124-10-12 9-9-84-10-12 4-10-12 4-10-12 9-9-8 4-10-12 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-S 0.30 0.08 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 5 5-6 4 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, 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=713(LC 1), 4=713(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-669/0, 1-2=-474/0, 2-3=-474/0, 3-4=-669/0 WEBS 1-5=0/623, 2-5=-731/0, 3-5=0/623 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. October 25,2021 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 J21104960 Truss T08 Truss Type FLOOR Qty 2 Ply 1 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499485 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-qbjbWhGr_FumjRO4YRnWCzGYtBkWxhhvfSBcHUyPxd7 Scale = 1:27.8 1 2 3 6 5 4 7 8 2x4 4x6 2x4 3x12 2x4 4x6 4-6-84-6-8 9-1-04-6-8 4-6-8 4-6-8 9-1-0 4-6-8 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-S 0.26 0.07 0.35 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 480 360 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, 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=659(LC 1), 4=659(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-618/0, 1-2=-404/0, 2-3=-404/0, 3-4=-618/0 WEBS 1-5=0/551, 2-5=-674/0, 3-5=0/551 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. October 25,2021 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 J21104960 Truss T09 Truss Type FLOOR Qty 4 Ply 1 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499486 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-InGzj1HTkZ0dLbzH69IllAokOb5?g9v2u6wApwyPxd6 Scale = 1:27.9 1 2 3 6 5 4 7 8 2x4 4x6 2x4 3x8 2x4 4x6 3-10-123-10-12 7-9-83-10-12 3-10-12 3-10-12 7-9-8 3-10-12 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-S 0.22 0.05 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 5 5-6 4 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, 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=563(LC 1), 4=563(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-526/0, 1-2=-291/0, 2-3=-291/0, 3-4=-526/0 WEBS 1-5=0/430, 2-5=-568/0, 3-5=0/430 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 4) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. October 25,2021 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 J21104960 Truss TG01 Truss Type FLAT Qty 15 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499487 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-EAOk8jJjGAGLav6fDZKDqbu_ZOeF8zuLLQPGupyPxd4 Scale = 1:43.0 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 3x4 4x10 3x6 3x4 3x8 MT18HS3x12 3x8 3x8 3x6 3x8 2x4 3x6 3x8 3x8 3x12 4x10 3-8-133-8-13 7-3-153-7-1 10-11-03-7-1 14-6-13-7-1 18-1-33-7-1 21-10-03-8-13 3-8-13 3-8-13 7-3-15 3-7-1 10-11-0 3-7-1 14-6-1 3-7-1 18-1-3 3-7-1 21-10-0 3-8-13 1-4-07-0-01-4-0Plate Offsets (X,Y)-- [1:0-6-8,0-2-0], [2:0-3-8,0-1-8], [7:0-3-8,0-1-8], [8:0-6-8,0-2-0], [10:0-3-8,0-1-8], [11:0-3-8,0-1-8], [13:0-3-8,0-1-8], [15:0-3-8,0-1-8] LOADING (psf) TCLL (Roof Snow=60.0) TCDL BCLL BCDL 60.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.62 0.52 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.43 -0.78 0.07 0.15 (loc) 12 12 9 12 l/defl >596 >331 n/a >999 L/d 480 240 n/a 240 PLATES MT20 MT18HS Weight: 212 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 16-17,9-18: 2x4 SPF 2100F 1.8E 2-15,3-13,4-12,5-11,7-10: 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (5-2-7 max.): 1-17, 1-8, 8-18, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-3-8, 9=0-5-8 Max Horz 16=-525(LC 10) Max Uplift 16=-160(LC 10), 9=-51(LC 11) Max Grav 16=1959(LC 1), 9=2068(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1857/356, 1-2=-5583/1350, 2-3=-8955/1221, 3-4=-10092/906, 4-5=-10092/906, 5-7=-9097/1234, 7-8=-5826/1358, 8-9=-1961/356 BOT CHORD 15-16=-1554/1602, 13-15=-1738/5583, 12-13=-1610/8955, 11-12=-871/9097, 10-11=-995/5826, 9-10=-815/862 WEBS 1-15=-866/5483, 2-15=-1520/262, 2-13=-816/3511, 3-13=-901/277, 3-12=-547/1232, 4-12=-562/108, 5-12=-565/1093, 5-11=-869/279, 7-11=-811/3406, 7-10=-1590/262, 8-10=-870/5707 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=151ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=60.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 16=160. 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Continued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. October 25,2021 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 J21104960 Truss TG01 Truss Type FLAT Qty 15 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499487 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:37 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-EAOk8jJjGAGLav6fDZKDqbu_ZOeF8zuLLQPGupyPxd4 NOTES- 11) Load case(s) 1, 2, 3, 4, 5, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38 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. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-160, 9-16=-20 Concentrated Loads (lb) Vert: 23=-75 24=-75 2) Dead + 0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-130, 9-16=-20 Concentrated Loads (lb) Vert: 23=-75 24=-75 3) Dead + 0.75 Snow (Unbal. Left): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-8=-40, 9-16=-20 Concentrated Loads (lb) Vert: 23=-75 24=-75 4) Dead + 0.75 Snow (Unbal. Right): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-8=-40, 9-16=-20 Concentrated Loads (lb) Vert: 23=-75 24=-75 5) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-40, 9-16=-40 Concentrated Loads (lb) Vert: 23=-75 24=-75 10) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-22=21, 8-22=18, 9-16=-12 Horz: 1-16=16, 1-17=50, 8-9=20, 8-18=34 Concentrated Loads (lb) Vert: 23=-75 24=-75 11) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=18, 8-21=21, 9-16=-12 Horz: 1-16=-20, 1-17=-34, 8-9=-16, 8-18=-50 Concentrated Loads (lb) Vert: 23=-75 24=-75 12) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-41, 9-16=-20 Horz: 1-16=28, 1-17=50, 8-9=8, 8-18=34 Concentrated Loads (lb) Vert: 23=-75 24=-75 13) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-41, 9-16=-20 Horz: 1-16=-8, 1-17=-34, 8-9=-28, 8-18=-50 Concentrated Loads (lb) Vert: 23=-75 24=-75 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=19, 9-16=-12 Horz: 1-16=-25, 1-17=-34, 8-9=25, 8-18=34 Concentrated Loads (lb) Vert: 23=-75 24=-75 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=2, 9-16=-12 Horz: 1-16=-25, 1-17=-34, 8-9=25, 8-18=34 Concentrated Loads (lb) Vert: 23=-75 24=-75 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-41, 9-16=-20 Horz: 1-16=-14, 1-17=-34, 8-9=14, 8-18=34 Concentrated Loads (lb) Vert: 23=-75 24=-75 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd 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 J21104960 Truss TG01 Truss Type FLAT Qty 15 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499487 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:37 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-EAOk8jJjGAGLav6fDZKDqbu_ZOeF8zuLLQPGupyPxd4 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-8=-41, 9-16=-20 Horz: 1-16=-14, 1-17=-34, 8-9=14, 8-18=34 Concentrated Loads (lb) Vert: 23=-75 24=-75 18) Dead + Snow (Unbal. Left): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-8=-40, 9-16=-20 Concentrated Loads (lb) Vert: 23=-75 24=-75 19) Dead + Snow (Unbal. Right): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-8=-40, 9-16=-20 Concentrated Loads (lb) Vert: 23=-75 24=-75 20) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-8=-40, 9-16=-20 Concentrated Loads (lb) Vert: 23=-75 24=-75 21) 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: 1-8=-131, 9-16=-20 Horz: 1-16=21, 1-17=38, 8-9=6, 8-18=25 Concentrated Loads (lb) Vert: 23=-75 24=-75 22) 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: 1-8=-131, 9-16=-20 Horz: 1-16=-6, 1-17=-25, 8-9=-21, 8-18=-38 Concentrated Loads (lb) Vert: 23=-75 24=-75 23) 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: 1-8=-131, 9-16=-20 Horz: 1-16=-10, 1-17=-25, 8-9=10, 8-18=25 Concentrated Loads (lb) Vert: 23=-75 24=-75 24) 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: 1-8=-131, 9-16=-20 Horz: 1-16=-10, 1-17=-25, 8-9=10, 8-18=25 Concentrated Loads (lb) Vert: 23=-75 24=-75 25) Dead + Minimum Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-80, 9-16=-20 Concentrated Loads (lb) Vert: 23=-75 24=-75 26) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-40, 9-16=-20 Concentrated Loads (lb) Vert: 1=-250 23=-75 24=-75 27) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-40, 9-16=-20 Concentrated Loads (lb) Vert: 19=-250 23=-75 24=-75 28) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-40, 9-16=-20 Concentrated Loads (lb) Vert: 20=-250 23=-75 24=-75 29) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-40, 9-16=-20 Concentrated Loads (lb) Vert: 21=-250 23=-75 24=-75 30) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-40, 9-16=-20 Concentrated Loads (lb) Vert: 22=-250 23=-75 24=-75 31) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104960 Truss TG01 Truss Type FLAT Qty 15 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499487 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:37 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-EAOk8jJjGAGLav6fDZKDqbu_ZOeF8zuLLQPGupyPxd4 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-8=-40, 9-16=-20 Concentrated Loads (lb) Vert: 6=-250 23=-75 24=-75 32) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-40, 9-16=-20 Concentrated Loads (lb) Vert: 23=-75 24=-325 33) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-40, 9-16=-20 Concentrated Loads (lb) Vert: 8=-250 23=-75 24=-75 34) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-40, 9-16=-20 Concentrated Loads (lb) Vert: 2=-250 23=-75 24=-75 35) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-40, 9-16=-20 Concentrated Loads (lb) Vert: 3=-250 23=-75 24=-75 36) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-40, 9-16=-20 Concentrated Loads (lb) Vert: 4=-250 23=-75 24=-75 37) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-40, 9-16=-20 Concentrated Loads (lb) Vert: 5=-250 23=-75 24=-75 38) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-40, 9-16=-20 Concentrated Loads (lb) Vert: 7=-250 23=-75 24=-75 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21104960 Truss TG02 Truss Type FLAT Qty 6 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499488 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-iMy6M3JL1UOCC2hsnHrSMpQ8Eo?HtQlVa49qQFyPxd3 Scale = 1:38.8 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 24 3x4 5x8 3x8 3x4 3x8 MT18HS5x8 4x6 4x6 4x6 4x10 2x4 4x6 5x8 5x8 4-0-104-0-10 7-11-93-10-14 11-10-73-10-14 15-9-63-10-14 19-10-04-0-10 4-0-10 4-0-10 7-11-9 3-10-14 11-10-7 3-10-14 15-9-6 3-10-14 19-10-0 4-0-10 1-4-07-0-01-4-0Plate Offsets (X,Y)-- [1:0-4-8,0-2-8], [7:0-4-8,0-2-8], [9:0-3-8,0-2-8], [13:0-3-8,0-2-8] LOADING (psf) TCLL (Roof Snow=60.0) TCDL BCLL BCDL 60.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.63 0.47 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.34 -0.61 0.05 0.12 (loc) 10-11 10-11 8 10-11 l/defl >698 >385 n/a >999 L/d 480 360 n/a 240 PLATES MT20 MT18HS Weight: 181 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E 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 2-0-0 oc purlins (5-6-9 max.): 1-15, 1-7, 7-16, 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 Horz 14=-525(LC 12) Max Uplift 14=-163(LC 10), 8=-53(LC 11) Max Grav 14=1779(LC 1), 8=1889(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1678/352, 1-2=-5337/1251, 2-3=-8027/964, 3-4=-8076/965, 4-6=-8076/965, 6-7=-5563/1261, 7-8=-1784/352 BOT CHORD 13-14=-1595/1637, 11-13=-1643/5337, 10-11=-1356/8027, 9-10=-892/5563, 8-9=-845/887 WEBS 1-13=-953/5192, 2-13=-1321/273, 2-11=-833/2784, 3-11=-636/270, 3-10=-524/529, 4-10=-609/135, 6-10=-838/2601, 6-9=-1376/274, 7-9=-955/5392 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=151ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=60.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.00 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 14=163. 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Load case(s) 1, 2, 3, 4, 5, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36 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.Continued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. October 25,2021 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 J21104960 Truss TG02 Truss Type FLAT Qty 6 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499488 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:38 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-iMy6M3JL1UOCC2hsnHrSMpQ8Eo?HtQlVa49qQFyPxd3 NOTES- 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-160, 8-14=-20 Concentrated Loads (lb) Vert: 6=-75 24=-75 2) Dead + 0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-130, 8-14=-20 Concentrated Loads (lb) Vert: 6=-75 24=-75 3) Dead + 0.75 Snow (Unbal. Left): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-7=-40, 8-14=-20 Concentrated Loads (lb) Vert: 6=-75 24=-75 4) Dead + 0.75 Snow (Unbal. Right): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-7=-40, 8-14=-20 Concentrated Loads (lb) Vert: 6=-75 24=-75 5) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-40, 8-14=-40 Concentrated Loads (lb) Vert: 6=-75 24=-75 10) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=21, 7-21=18, 8-14=-12 Horz: 1-14=16, 1-15=50, 7-8=20, 7-16=34 Concentrated Loads (lb) Vert: 6=-75 24=-75 11) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-19=18, 7-19=21, 8-14=-12 Horz: 1-14=-20, 1-15=-34, 7-8=-16, 7-16=-50 Concentrated Loads (lb) Vert: 6=-75 24=-75 12) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-41, 8-14=-20 Horz: 1-14=28, 1-15=50, 7-8=8, 7-16=34 Concentrated Loads (lb) Vert: 6=-75 24=-75 13) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-41, 8-14=-20 Horz: 1-14=-8, 1-15=-34, 7-8=-28, 7-16=-50 Concentrated Loads (lb) Vert: 6=-75 24=-75 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=19, 8-14=-12 Horz: 1-14=-25, 1-15=-34, 7-8=25, 7-16=34 Concentrated Loads (lb) Vert: 6=-75 24=-75 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=2, 8-14=-12 Horz: 1-14=-25, 1-15=-34, 7-8=25, 7-16=34 Concentrated Loads (lb) Vert: 6=-75 24=-75 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-41, 8-14=-20 Horz: 1-14=-14, 1-15=-34, 7-8=14, 7-16=34 Concentrated Loads (lb) Vert: 6=-75 24=-75 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-41, 8-14=-20 Horz: 1-14=-14, 1-15=-34, 7-8=14, 7-16=34 Concentrated Loads (lb) Vert: 6=-75 24=-75 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 J21104960 Truss TG02 Truss Type FLAT Qty 6 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499488 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:38 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-iMy6M3JL1UOCC2hsnHrSMpQ8Eo?HtQlVa49qQFyPxd3 LOAD CASE(S) Standard 18) Dead + Snow (Unbal. Left): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-7=-40, 8-14=-20 Concentrated Loads (lb) Vert: 6=-75 24=-75 19) Dead + Snow (Unbal. Right): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-7=-40, 8-14=-20 Concentrated Loads (lb) Vert: 6=-75 24=-75 20) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-7=-40, 8-14=-20 Concentrated Loads (lb) Vert: 6=-75 24=-75 21) 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: 1-7=-131, 8-14=-20 Horz: 1-14=21, 1-15=38, 7-8=6, 7-16=25 Concentrated Loads (lb) Vert: 6=-75 24=-75 22) 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: 1-7=-131, 8-14=-20 Horz: 1-14=-6, 1-15=-25, 7-8=-21, 7-16=-38 Concentrated Loads (lb) Vert: 6=-75 24=-75 23) 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: 1-7=-131, 8-14=-20 Horz: 1-14=-10, 1-15=-25, 7-8=10, 7-16=25 Concentrated Loads (lb) Vert: 6=-75 24=-75 24) 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: 1-7=-131, 8-14=-20 Horz: 1-14=-10, 1-15=-25, 7-8=10, 7-16=25 Concentrated Loads (lb) Vert: 6=-75 24=-75 25) Dead + Minimum Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-80, 8-14=-20 Concentrated Loads (lb) Vert: 6=-75 24=-75 26) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-40, 8-14=-20 Concentrated Loads (lb) Vert: 1=-250 6=-75 24=-75 27) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-40, 8-14=-20 Concentrated Loads (lb) Vert: 6=-75 17=-250 24=-75 28) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-40, 8-14=-20 Concentrated Loads (lb) Vert: 6=-75 18=-250 24=-75 29) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-40, 8-14=-20 Concentrated Loads (lb) Vert: 6=-75 20=-250 24=-75 30) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-40, 8-14=-20 Concentrated Loads (lb) Vert: 6=-75 22=-250 24=-75 31) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-40, 8-14=-20 Concentrated Loads (lb) Vert: 6=-75 23=-250 24=-75 32) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104960 Truss TG02 Truss Type FLAT Qty 6 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499488 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:38 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-iMy6M3JL1UOCC2hsnHrSMpQ8Eo?HtQlVa49qQFyPxd3 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-7=-40, 8-14=-20 Concentrated Loads (lb) Vert: 6=-75 7=-250 24=-75 33) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-40, 8-14=-20 Concentrated Loads (lb) Vert: 2=-250 6=-75 24=-75 34) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-40, 8-14=-20 Concentrated Loads (lb) Vert: 3=-250 6=-75 24=-75 35) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-40, 8-14=-20 Concentrated Loads (lb) Vert: 4=-250 6=-75 24=-75 36) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-40, 8-14=-20 Concentrated Loads (lb) Vert: 6=-325 24=-75 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 J21104960 Truss TG03 Truss Type FLOOR Qty 5 Ply 3 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499489 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-AZWUZPKzooW3qCG2L_Mhv0zNtCJZcqveokuNyiyPxd2 Scale = 1:42.7 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 5x10 MT18HS 10x10 6x8 5x10 MT18HS6x18 MT18HS6x10 6x8 6x8 5x8 4x8 3x6 5x8 6x8 6x8 6x10 10x10 3-10-03-10-0 7-4-83-6-8 10-11-03-6-8 14-5-83-6-8 18-0-03-6-8 21-10-03-10-0 3-10-0 3-10-0 7-4-8 3-6-8 10-11-0 3-6-8 14-5-8 3-6-8 18-0-0 3-6-8 21-10-0 3-10-0 2-11-87-0-02-11-8Plate Offsets (X,Y)-- [1:0-6-8,0-5-0], [2:0-2-4,0-2-0], [3:0-3-8,0-2-8], [5:0-3-8,0-2-8], [7:0-2-4,0-2-0], [8:0-6-8,0-5-0], [9:Edge,0-3-8], [10:0-3-0,0-2-0], [11:0-2-4,0-2-0], [13:0-2-4 ,0-2-0], [15:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 60.0 30.0 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-S 0.38 0.59 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.53 0.08 (loc) 12 12 9 l/defl >999 >485 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 544 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF 2100F 1.8E *Except* 2-15,3-13,4-12,5-11,7-10: 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-17, 1-8, 8-18, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-3-8, 9=0-5-8 Max Grav 16=9802(LC 1), 9=9802(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-9577/0, 1-2=-14549/0, 2-3=-26427/0, 3-4=-27758/0, 4-5=-27758/0, 5-7=-26427/0, 7-8=-14549/0, 8-9=-9577/0 BOT CHORD 15-16=0/359, 13-15=0/14549, 12-13=0/26427, 11-12=0/26427, 10-11=0/14549, 9-10=0/359 WEBS 1-15=0/16836, 2-15=-8789/0, 2-13=0/14263, 3-13=-8229/0, 3-12=0/1598, 4-12=-1447/0, 5-12=0/1598, 5-11=-8229/0, 7-11=0/14263, 7-10=-8789/0, 8-10=0/16836 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 2-15 2x4 - 1 row at 0-7-0 oc, member 3-13 2x4 - 1 row at 0-7-0 oc, member 5-11 2x4 - 1 row at 0-7-0 oc, member 7-10 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 6 = 20%, joint 14 = 20% 5) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 7) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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 Continued on page 2 October 25,2021 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 J21104960 Truss TG03 Truss Type FLOOR Qty 5 Ply 3 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499489 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:39 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-AZWUZPKzooW3qCG2L_Mhv0zNtCJZcqveokuNyiyPxd2 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-8=-180, 9-16=-30 Concentrated Loads (lb) Vert: 3=-7540 5=-7540 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-180, 9-16=-30 Concentrated Loads (lb) Vert: 3=-7540 5=-7540 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 9-16=-30 Concentrated Loads (lb) Vert: 1=-250 3=-7540 5=-7540 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 9-16=-30 Concentrated Loads (lb) Vert: 3=-7540 5=-7540 19=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 9-16=-30 Concentrated Loads (lb) Vert: 3=-7540 5=-7540 20=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 9-16=-30 Concentrated Loads (lb) Vert: 3=-7540 5=-7540 21=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 9-16=-30 Concentrated Loads (lb) Vert: 3=-7540 5=-7540 22=-250 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 9-16=-30 Concentrated Loads (lb) Vert: 6=-250 3=-7540 5=-7540 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 9-16=-30 Concentrated Loads (lb) Vert: 3=-7540 5=-7540 23=-250 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 9-16=-30 Concentrated Loads (lb) Vert: 3=-7540 5=-7540 8=-250 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 9-16=-30 Concentrated Loads (lb) Vert: 2=-250 3=-7540 5=-7540 12) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 9-16=-30 Concentrated Loads (lb) Vert: 3=-7790 5=-7540 13) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 9-16=-30 Concentrated Loads (lb) Vert: 3=-7540 4=-250 5=-7540 14) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 9-16=-30 Concentrated Loads (lb) Vert: 3=-7540 5=-7790 15) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 9-16=-30 Concentrated Loads (lb) Vert: 3=-7540 5=-7540 7=-250 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104960 Truss TG04 Truss Type FLOOR Qty 2 Ply 3 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499490 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-el4snkLbZ5fwRMrEuitwSEVZXchQLIVn1OexU8yPxd1 Scale = 1:39.2 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 3x8 MT18HS 8x10 6x8 3x8 MT18HS6x8 6x8 8x10 8x10 5x8 4x8 3x6 5x8 8x10 8x10 6x8 8x10 3-6-03-6-0 6-8-83-2-8 9-11-03-2-8 13-1-83-2-8 16-4-03-2-8 19-10-03-6-0 3-6-0 3-6-0 6-8-8 3-2-8 9-11-0 3-2-8 13-1-8 3-2-8 16-4-0 3-2-8 19-10-0 3-6-0 2-11-87-0-02-11-8Plate Offsets (X,Y)-- [1:0-6-8,0-4-0], [2:0-3-8,0-4-0], [3:0-3-8,0-2-8], [5:0-3-8,0-2-8], [7:0-3-8,0-4-0], [8:0-6-8,0-4-0], [9:Edge,0-3-8], [10:0-2-4,0-2-0], [11:0-3-8,0-4-0], [13:0-3-8 ,0-4-0], [15:0-2-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 60.0 30.0 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-S 0.32 0.49 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.38 0.06 (loc) 12 12 9 l/defl >999 >613 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 501 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF 2100F 1.8E *Except* 2-15,3-13,4-12,5-11,7-10: 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-17, 1-8, 8-18, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-3-8, 9=0-5-8 Max Grav 16=8852(LC 1), 9=8852(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-8651/0, 1-2=-11956/0, 2-3=-21592/0, 3-4=-22684/0, 4-5=-22684/0, 5-7=-21592/0, 7-8=-11956/0, 8-9=-8651/0 BOT CHORD 15-16=0/307, 13-15=0/11956, 12-13=0/21592, 11-12=0/21592, 10-11=0/11956, 9-10=0/307 WEBS 1-15=0/14232, 2-15=-7912/0, 2-13=0/11951, 3-13=-7348/0, 3-12=0/1355, 4-12=-1390/0, 5-12=0/1355, 5-11=-7348/0, 7-11=0/11951, 7-10=-7912/0, 8-10=0/14232 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 2-15 2x4 - 1 row at 0-7-0 oc, member 3-13 2x4 - 1 row at 0-7-0 oc, member 5-11 2x4 - 1 row at 0-7-0 oc, member 7-10 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 6 = 20%, joint 14 = 20% 5) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 7) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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 Continued on page 2 October 25,2021 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 J21104960 Truss TG04 Truss Type FLOOR Qty 2 Ply 3 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499490 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:40 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-el4snkLbZ5fwRMrEuitwSEVZXchQLIVn1OexU8yPxd1 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-8=-180, 9-16=-30 Concentrated Loads (lb) Vert: 3=-6800 5=-6800 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-180, 9-16=-30 Concentrated Loads (lb) Vert: 3=-6800 5=-6800 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 9-16=-30 Concentrated Loads (lb) Vert: 1=-250 3=-6800 5=-6800 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 9-16=-30 Concentrated Loads (lb) Vert: 3=-6800 5=-6800 19=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 9-16=-30 Concentrated Loads (lb) Vert: 3=-6800 5=-6800 20=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 9-16=-30 Concentrated Loads (lb) Vert: 3=-6800 5=-6800 21=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 9-16=-30 Concentrated Loads (lb) Vert: 3=-6800 5=-6800 22=-250 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 9-16=-30 Concentrated Loads (lb) Vert: 3=-6800 5=-6800 23=-250 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 9-16=-30 Concentrated Loads (lb) Vert: 3=-6800 5=-6800 24=-250 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 9-16=-30 Concentrated Loads (lb) Vert: 3=-6800 5=-6800 8=-250 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 9-16=-30 Concentrated Loads (lb) Vert: 2=-250 3=-6800 5=-6800 12) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 9-16=-30 Concentrated Loads (lb) Vert: 3=-7050 5=-6800 13) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 9-16=-30 Concentrated Loads (lb) Vert: 3=-6800 4=-250 5=-6800 14) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 9-16=-30 Concentrated Loads (lb) Vert: 3=-6800 5=-7050 15) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 9-16=-30 Concentrated Loads (lb) Vert: 3=-6800 5=-6800 7=-250 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104960 Truss TG05 Truss Type GABLE Qty 5 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499491 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-b8BdBQMs5jvdhg?d07wOXfbwNPOypBl4Vi71Z0yPxd? Scale = 1:38.3 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 39 40 41 42 43 3x8 MT18HS 8x8 5x6 3x6 8x8 12x12 6x8 10x10 4x6 10x10 3x6 6x6 8x8 8x8 6x6 2x4 2x4 3x6 3x6 2x4 2x4 3x6 3x6 2x4 2x4 2x4 3x6 3x6 3x6 3x6 2x4 2x4 3x6 2x4 8x8 3x6 2x4 2x4 3x6 3x6 2x4 2x4 3-10-03-10-0 7-4-83-6-8 10-11-03-6-8 14-4-143-5-14 17-10-123-5-14 21-10-03-11-4 3-10-0 3-10-0 7-4-8 3-6-8 10-11-0 3-6-8 14-4-14 3-5-14 17-10-12 3-5-14 21-10-0 3-11-4 4-7-12Plate Offsets (X,Y)-- [1:0-2-12,0-3-0], [2:0-3-8,0-3-0], [5:0-2-4,0-2-0], [6:0-4-0,0-6-0], [7:0-3-0,0-3-0], [10:0-2-8,0-2-8], [11:0-2-4,0-3-4], [12:0-3-0,0-5-8], [13:0-3-8,0-5-12], [14:0-4-0,0-1-2], [15:0-3-8,0-6-0], [17:0-4-0,0-0-4], [33:0-1-15,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 30.0 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-S 0.23 0.35 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.23 0.03 (loc) 12 12-13 10 l/defl >999 >921 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 461 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF 2100F 1.8E *Except* 1-17: 2x6 SP 2400F 2.0E, 8-9: 2x4 SP 2400F 2.0E 2-15,3-13,4-12,5-11,7-10: 2x4 SPF No.2, 8-10: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-8, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. REACTIONS. (size)17=(0-3-8 + bearing block) (req. 0-3-12), 10=0-5-14 Max Grav 17=9074(LC 3), 10=13979(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-8066/0, 1-2=-6519/0, 2-3=-9561/0, 3-4=-9296/0, 4-5=-9296/0, 5-7=-5297/0, 7-8=0/1121, 8-9=0/516 BOT CHORD 13-15=0/6519, 12-13=0/9561, 11-12=0/5297, 10-11=-1121/0 WEBS 1-15=0/9463, 2-15=-5039/0, 2-13=0/4616, 3-13=-1562/0, 3-12=-637/0, 4-12=-1697/0, 5-12=0/6175, 5-11=-5903/0, 7-11=0/9425, 7-10=-9719/0, 8-10=-1640/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row 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) 2x8 SP 2400F 2.0E bearing block 12" long at jt. 17 attached to each face with 4 rows of 10d (0.131"x3") nails spaced 3" o.c. 16 Total fasteners per block. Bearing is assumed to be SP 2400F 2.0E. 4) Unbalanced floor live loads have been considered for this design. 5) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint 14 = 20% 7) Gable studs spaced at 2-0-0 oc. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) 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. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 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. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 703 lb down at 10-11-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 October 25,2021 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 J21104960 Truss TG05 Truss Type GABLE Qty 5 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499491 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:42 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-b8BdBQMs5jvdhg?d07wOXfbwNPOypBl4Vi71Z0yPxd? LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-490, 9-17=-550 Concentrated Loads (lb) Vert: 12=-703(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-490, 9-17=-550 Concentrated Loads (lb) Vert: 12=-703(B) 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-490, 7-8=-410, 9-17=-550 Concentrated Loads (lb) Vert: 12=-703(B) 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-410, 7-8=-490, 9-17=-550 Concentrated Loads (lb) Vert: 12=-703(B) 5) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-490, 7-8=-410, 9-17=-550 Concentrated Loads (lb) Vert: 12=-703(B) 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-410, 7-8=-490, 9-17=-550 Concentrated Loads (lb) Vert: 12=-703(B) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-410, 9-17=-550 Concentrated Loads (lb) Vert: 1=-250 12=-382(B) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-410, 9-17=-550 Concentrated Loads (lb) Vert: 12=-382(B) 39=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-410, 9-17=-550 Concentrated Loads (lb) Vert: 12=-382(B) 40=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-410, 9-17=-550 Concentrated Loads (lb) Vert: 12=-382(B) 41=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-410, 9-17=-550 Concentrated Loads (lb) Vert: 12=-382(B) 42=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-410, 9-17=-550 Concentrated Loads (lb) Vert: 12=-382(B) 6=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-410, 9-17=-550 Concentrated Loads (lb) Vert: 12=-382(B) 43=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-410, 9-17=-550 Concentrated Loads (lb) Vert: 8=-250 12=-382(B) 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-410, 9-17=-550 Concentrated Loads (lb) Vert: 2=-250 12=-382(B) 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 J21104960 Truss TG05 Truss Type GABLE Qty 5 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499491 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:42 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-b8BdBQMs5jvdhg?d07wOXfbwNPOypBl4Vi71Z0yPxd? LOAD CASE(S) Standard 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-410, 9-17=-550 Concentrated Loads (lb) Vert: 3=-250 12=-382(B) 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-410, 9-17=-550 Concentrated Loads (lb) Vert: 12=-382(B) 4=-250 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-410, 9-17=-550 Concentrated Loads (lb) Vert: 12=-382(B) 5=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-410, 9-17=-550 Concentrated Loads (lb) Vert: 12=-382(B) 7=-250 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104960 Truss TG06 Truss Type GABLE Qty 5 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499492 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-XWJNc6O6dK9Lwz9?7Yysc4gBFD58H3tNy0c8cvyPxcz Scale = 1:39.5 1 2 3 4 5 6 7 14 13 12 11 10 9 8 33 34 35 36 3x8 MT18HS 6x8 8x8 3x8 MT18HS8x8 6x8 5x8 5x12 3x6 4x6 5x8 5x8 8x8 2x4 2x4 3x6 3x6 2x4 3x6 3x6 2x4 2x4 2x4 3x6 3x6 3x6 2x4 2x4 8x8 3x6 2x4 2x4 3x6 3x6 2x4 2x4 5-1-45-1-4 9-11-04-9-12 13-8-153-9-15 17-8-93-11-11 21-10-04-1-7 5-1-4 5-1-4 9-11-0 4-9-12 13-8-15 3-9-15 17-8-9 3-11-11 21-10-0 4-1-7 4-7-12Plate Offsets (X,Y)-- [1:0-2-12,0-2-4], [2:0-3-8,0-2-8], [5:0-4-0,0-6-0], [6:0-3-8,0-2-8], [9:0-3-8,0-4-0], [10:0-3-8,0-2-8], [12:0-4-0,0-1-2], [13:0-2-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 30.0 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-S 0.53 0.31 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.27 0.03 (loc) 11 10-11 8 l/defl >999 >959 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 411 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-14,7-8,6-10,7-9: 2x4 SPF No.2, 1-13: 2x4 SPF 2100F 1.8E OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-7, 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=6209(LC 1), 8=6106(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-6122/0, 1-2=-6306/0, 2-3=-8702/0, 3-4=-8702/0, 4-6=-7992/0, 6-7=-5041/0, 7-8=-5974/0 BOT CHORD 11-13=0/6306, 10-11=0/7992, 9-10=0/5041 WEBS 1-13=0/8069, 2-13=-4802/0, 2-11=0/3129, 3-11=-1832/0, 4-11=0/1033, 4-10=-2735/0, 6-10=0/4210, 6-9=-5031/0, 7-9=0/7118 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 12 = 20% 5) Gable studs spaced at 2-0-0 oc. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) 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. 8) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1113 lb down at 9-11-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 October 25,2021 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 J21104960 Truss TG06 Truss Type GABLE Qty 5 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499492 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:44 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-XWJNc6O6dK9Lwz9?7Yysc4gBFD58H3tNy0c8cvyPxcz LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-490, 8-14=-30 Concentrated Loads (lb) Vert: 11=-1113(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-490, 8-14=-30 Concentrated Loads (lb) Vert: 11=-1113(B) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-410, 8-14=-30 Concentrated Loads (lb) Vert: 1=-250 11=-496(B) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-410, 8-14=-30 Concentrated Loads (lb) Vert: 11=-496(B) 33=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-410, 8-14=-30 Concentrated Loads (lb) Vert: 11=-496(B) 34=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-410, 8-14=-30 Concentrated Loads (lb) Vert: 11=-496(B) 35=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-410, 8-14=-30 Concentrated Loads (lb) Vert: 11=-496(B) 5=-250 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-410, 8-14=-30 Concentrated Loads (lb) Vert: 11=-496(B) 36=-250 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-410, 8-14=-30 Concentrated Loads (lb) Vert: 7=-250 11=-496(B) 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-410, 8-14=-30 Concentrated Loads (lb) Vert: 2=-250 11=-496(B) 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-410, 8-14=-30 Concentrated Loads (lb) Vert: 11=-496(B) 3=-250 12) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-410, 8-14=-30 Concentrated Loads (lb) Vert: 11=-496(B) 4=-250 13) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-410, 8-14=-30 Concentrated Loads (lb) Vert: 11=-496(B) 6=-250 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104960 Truss TG07 Truss Type FLOOR Qty 5 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499493 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-XWJNc6O6dK9Lwz9?7Yysc4g7FD6CH7rNy0c8cvyPxcz Scale = 1:30.5 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 3x6 5x8 4x6 6x8 3x6 6x8 5x8 4x8 2x4 8x10 4x6 6x8 5-1-45-1-4 9-11-04-9-12 13-10-03-11-0 18-0-84-2-8 5-1-4 5-1-4 9-11-0 4-9-12 13-10-0 3-11-0 18-0-8 4-2-8 4-7-12Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [8:0-3-8,0-3-0], [9:0-5-0,0-5-12], [11:0-3-8,0-2-8] LOADING (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-S 0.78 0.24 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.16 0.01 (loc) 9 9 7 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 257 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-11,6-8: 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-6, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=0-3-8, 7=0-3-8 Max Grav 12=2888(LC 1), 7=4309(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-2818/0, 1-2=-3087/0, 2-3=-4901/0, 3-5=-4901/0, 5-6=-3582/0, 6-7=-4241/0 BOT CHORD 9-11=0/3087, 8-9=0/3582 WEBS 1-11=0/3982, 2-11=-2268/0, 2-9=0/2387, 3-9=-903/0, 5-9=0/1912, 5-8=-3145/0, 6-8=0/5051 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 0-5-0 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 = 20%, joint 10 = 20% 4) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) 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. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1608 lb down at 9-11-0, and 754 lb down at 10-11-0 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=-130, 3-6=-380, 7-12=-30 Concentrated Loads (lb) Vert: 9=-1608(F) 16=-754(B) Continued on page 2 October 25,2021 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 J21104960 Truss TG07 Truss Type FLOOR Qty 5 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499493 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:44 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-XWJNc6O6dK9Lwz9?7Yysc4g7FD6CH7rNy0c8cvyPxcz LOAD CASE(S) Standard 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-130, 3-6=-380, 7-12=-30 Concentrated Loads (lb) Vert: 9=-1608(F) 16=-754(B) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-50, 3-6=-300, 7-12=-30 Concentrated Loads (lb) Vert: 1=-250 9=-724(F) 16=-405(B) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-50, 3-6=-300, 7-12=-30 Concentrated Loads (lb) Vert: 9=-724(F) 13=-250 16=-405(B) 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-50, 3-6=-300, 7-12=-30 Concentrated Loads (lb) Vert: 9=-724(F) 14=-250 16=-405(B) 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-50, 3-6=-300, 7-12=-30 Concentrated Loads (lb) Vert: 4=-250 9=-724(F) 16=-405(B) 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-50, 3-6=-300, 7-12=-30 Concentrated Loads (lb) Vert: 9=-724(F) 15=-250 16=-405(B) 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-50, 3-6=-300, 7-12=-30 Concentrated Loads (lb) Vert: 6=-250 9=-724(F) 16=-405(B) 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-50, 3-6=-300, 7-12=-30 Concentrated Loads (lb) Vert: 2=-250 9=-724(F) 16=-405(B) 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-50, 3-6=-300, 7-12=-30 Concentrated Loads (lb) Vert: 3=-250 9=-724(F) 16=-405(B) 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-50, 3-6=-300, 7-12=-30 Concentrated Loads (lb) Vert: 9=-724(F) 5=-250 16=-405(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 J21104960 Truss TG08 Truss Type FLOOR Qty 5 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499494 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-?jtlqSPkOeHCY7kChFT58HDQddU00lpXBgLi9LyPxcy Scale = 1:26.512 4 3 5 6 3x6 4x6 2x4 5x6 3-4-83-4-8 3-4-8 3-4-8 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.29 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=Mechanical Max Grav 4=1638(LC 1), 3=1143(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-663/0, 2-3=-663/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 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 is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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) 701 lb down at 0-1-12, and 693 lb down at 2-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-430(F=-300), 3-4=-20 Concentrated Loads (lb) Vert: 4=-701(F) 6=-693(F) October 25,2021 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 J21104960 Truss TG08A Truss Type FLOOR Qty 2 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499495 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-?jtlqSPkOeHCY7kChFT58HDQrdU30lpXBgLi9LyPxcy Scale = 1:26.512 4 3 5 6 7 3x6 4x6 2x4 5x6 3-4-83-4-8 3-4-8 3-4-8 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.28 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=Mechanical Max Grav 4=1328(LC 1), 3=1089(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-759/0, 2-3=-759/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 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 is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) Load case(s) 1, 2, 3, 4, 5 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 548 lb down at 0-6-12, and 543 lb down at 2-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-410, 3-4=-20 Concentrated Loads (lb) Vert: 6=-548(B) 7=-543(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-410, 3-4=-20 Concentrated Loads (lb) Vert: 6=-548(B) 7=-543(B) Continued on page 2 October 25,2021 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 J21104960 Truss TG08A Truss Type FLOOR Qty 2 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499495 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:45 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-?jtlqSPkOeHCY7kChFT58HDQrdU30lpXBgLi9LyPxcy LOAD CASE(S) Standard 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-330, 3-4=-20 Concentrated Loads (lb) Vert: 1=-250 6=-248(B) 7=-243(B) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-330, 3-4=-20 Concentrated Loads (lb) Vert: 5=-250 6=-248(B) 7=-243(B) 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-330, 3-4=-20 Concentrated Loads (lb) Vert: 2=-250 6=-248(B) 7=-243(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 J21104960 Truss TG09 Truss Type FLOOR Qty 5 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499496 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-TvR71oQM9xP39HJOFy_LhVldK1qzlC3gPK5FhoyPxcx Scale = 1:26.512 4 3 5 6 3x6 4x6 2x4 5x6 3-5-03-5-0 3-5-0 3-5-0 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.17 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=Mechanical Max Grav 4=733(LC 1), 3=784(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-469/0, 2-3=-469/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 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 is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) Load case(s) 1, 2, 3, 4, 5 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 768 lb down at 1-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-220, 3-4=-20 Concentrated Loads (lb) Vert: 6=-768(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-220, 3-4=-20 Concentrated Loads (lb) Vert: 6=-768(B) Continued on page 2 October 25,2021 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 J21104960 Truss TG09 Truss Type FLOOR Qty 5 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499496 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:46 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-TvR71oQM9xP39HJOFy_LhVldK1qzlC3gPK5FhoyPxcx LOAD CASE(S) Standard 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-140, 3-4=-20 Concentrated Loads (lb) Vert: 1=-250 6=-348(B) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-140, 3-4=-20 Concentrated Loads (lb) Vert: 5=-250 6=-348(B) 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-140, 3-4=-20 Concentrated Loads (lb) Vert: 2=-250 6=-348(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 J21104960 Truss TG09A Truss Type FLOOR Qty 2 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499497 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-x5?WF8Q_wFXwnRtapgVaEiIo4QARUfIpe_roDEyPxcw Scale = 1:26.512 4 3 5 6 3x6 4x6 2x4 5x6 3-5-03-5-0 3-5-0 3-5-0 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.17 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=Mechanical Max Grav 4=673(LC 1), 3=716(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-469/0, 2-3=-469/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 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 is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) Load case(s) 1, 2, 3, 4, 5 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 639 lb down at 1-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-220, 3-4=-20 Concentrated Loads (lb) Vert: 6=-639(B) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-220, 3-4=-20 Concentrated Loads (lb) Vert: 6=-639(B) Continued on page 2 October 25,2021 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 J21104960 Truss TG09A Truss Type FLOOR Qty 2 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499497 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:47 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-x5?WF8Q_wFXwnRtapgVaEiIo4QARUfIpe_roDEyPxcw LOAD CASE(S) Standard 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-140, 3-4=-20 Concentrated Loads (lb) Vert: 1=-250 6=-288(B) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-140, 3-4=-20 Concentrated Loads (lb) Vert: 5=-250 6=-288(B) 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-140, 3-4=-20 Concentrated Loads (lb) Vert: 2=-250 6=-288(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 J21104960 Truss TG10 Truss Type GABLE Qty 2 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499498 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-PIZuSTRdgZfnPbSnMN1pmwrrKqTHDwazteaMmgyPxcv Scale = 1:34.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 36 37 38 39 40 5x10 MT18HS 8x8 5x6 3x6 8x8 10x10 6x6 6x6 4x6 10x10 3x6 6x8 8x8 8x8 5x6 2x4 2x4 3x6 3x6 2x4 2x4 3x6 2x4 2x4 3x6 3x6 3x6 3x6 2x4 2x4 3x6 2x4 8x8 3x6 2x4 2x4 3x6 3x6 2x4 2x4 3-3-33-3-3 6-2-132-11-11 9-2-82-11-11 12-6-103-4-2 15-10-123-4-2 19-10-03-11-4 3-3-3 3-3-3 6-2-13 2-11-11 9-2-8 2-11-11 12-6-10 3-4-2 15-10-12 3-4-2 19-10-0 3-11-4 4-7-12Plate Offsets (X,Y)-- [1:0-3-4,0-3-8], [5:0-3-8,0-3-0], [6:0-4-0,0-6-0], [7:0-3-4,0-3-8], [10:0-2-4,0-2-0], [11:0-2-8,0-3-12], [12:0-5-0,0-5-4], [14:0-4-0,0-1-2], [15:0-3-8,0-5-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 30.0 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-S 0.65 0.30 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.19 0.02 (loc) 12 12-13 10 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 405 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-15,5-12,7-11: 2x4 SPF 2100F 1.8E, 8-10: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-8, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. REACTIONS. (size)16=0-3-8, 10=0-5-8 Max Grav 16=8025(LC 3), 10=12978(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-7189/0, 1-2=-4994/0, 2-3=-7297/0, 3-4=-7389/0, 4-5=-7389/0, 5-7=-4237/0, 7-8=0/1159, 8-9=0/540 BOT CHORD 13-15=0/4994, 12-13=0/7297, 11-12=0/4237, 10-11=-1159/0 WEBS 1-15=0/8090, 2-15=-4611/0, 2-13=0/3887, 3-13=-1599/0, 4-12=-1541/0, 5-12=0/5008, 5-11=-5047/0, 7-11=0/8067, 7-10=-8739/0, 8-10=-1695/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 14 = 20% 6) Gable studs spaced at 2-0-0 oc. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) 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. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 643 lb down at 9-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 October 25,2021 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 J21104960 Truss TG10 Truss Type GABLE Qty 2 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499498 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:48 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-PIZuSTRdgZfnPbSnMN1pmwrrKqTHDwazteaMmgyPxcv LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-490, 9-16=-550(F=-520) Concentrated Loads (lb) Vert: 12=-643(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-490, 9-16=-550(F=-520) Concentrated Loads (lb) Vert: 12=-643(F) 3) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-490, 7-8=-410, 9-16=-550(F=-520) Concentrated Loads (lb) Vert: 12=-643(F) 4) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-410, 7-8=-490, 9-16=-550(F=-520) Concentrated Loads (lb) Vert: 12=-643(F) 5) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-490, 7-8=-410, 9-16=-550(F=-520) Concentrated Loads (lb) Vert: 12=-643(F) 6) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-410, 7-8=-490, 9-16=-550(F=-520) Concentrated Loads (lb) Vert: 12=-643(F) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-410, 9-16=-550(F=-520) Concentrated Loads (lb) Vert: 1=-250 12=-354(F) 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-410, 9-16=-550(F=-520) Concentrated Loads (lb) Vert: 12=-354(F) 36=-250 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-410, 9-16=-550(F=-520) Concentrated Loads (lb) Vert: 12=-354(F) 37=-250 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-410, 9-16=-550(F=-520) Concentrated Loads (lb) Vert: 12=-354(F) 38=-250 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-410, 9-16=-550(F=-520) Concentrated Loads (lb) Vert: 12=-354(F) 39=-250 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-410, 9-16=-550(F=-520) Concentrated Loads (lb) Vert: 12=-354(F) 6=-250 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-410, 9-16=-550(F=-520) Concentrated Loads (lb) Vert: 12=-354(F) 40=-250 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-410, 9-16=-550(F=-520) Concentrated Loads (lb) Vert: 8=-250 12=-354(F) 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-410, 9-16=-550(F=-520) Concentrated Loads (lb) Vert: 2=-250 12=-354(F) Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104960 Truss TG10 Truss Type GABLE Qty 2 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499498 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:48 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-PIZuSTRdgZfnPbSnMN1pmwrrKqTHDwazteaMmgyPxcv LOAD CASE(S) Standard 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-410, 9-16=-550(F=-520) Concentrated Loads (lb) Vert: 3=-250 12=-354(F) 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-410, 9-16=-550(F=-520) Concentrated Loads (lb) Vert: 12=-354(F) 4=-250 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-410, 9-16=-550(F=-520) Concentrated Loads (lb) Vert: 12=-354(F) 5=-250 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-410, 9-16=-550(F=-520) Concentrated Loads (lb) Vert: 12=-354(F) 7=-250 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104960 Truss TG11 Truss Type GABLE Qty 2 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499499 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-Mgget9TtCAvVeuc9Uo3HrLwEze8IhnVGKy3SqZyPxct Scale = 1:33.5 1 2 3 4 5 6 7 14 13 12 11 10 9 8 29 30 31 32 4x6 6x6 6x6 4x6 8x8 6x6 5x6 5x12 3x6 4x6 4x10 5x6 6x6 2x4 2x4 3x6 3x6 2x4 2x4 3x6 3x6 3x6 2x4 2x4 8x8 3x6 2x4 2x4 3x6 3x6 2x4 2x4 4-1-44-1-4 7-11-03-9-12 11-8-153-9-15 15-8-93-11-11 19-10-04-1-7 4-1-4 4-1-4 7-11-0 3-9-12 11-8-15 3-9-15 15-8-9 3-11-11 19-10-0 4-1-7 4-7-12Plate Offsets (X,Y)-- [1:0-2-0,0-2-0], [5:0-4-0,0-6-0], [7:0-2-0,0-2-4], [8:Edge,0-3-8], [9:0-2-0,0-2-4], [10:0-3-8,0-2-0], [12:0-4-0,0-1-2], [13:0-2-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 30.0 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-S 0.45 0.26 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.21 0.02 (loc) 11 10-11 8 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 376 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-13,3-11,4-10,6-9: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-7, 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=5719(LC 1), 8=5502(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-5610/0, 1-2=-4667/0, 2-3=-6979/0, 3-4=-6979/0, 4-6=-6803/0, 6-7=-4454/0, 7-8=-5376/0 BOT CHORD 11-13=0/4667, 10-11=0/6803, 9-10=0/4454 WEBS 1-13=0/6602, 2-13=-4512/0, 2-11=0/3368, 3-11=-1707/0, 4-11=0/256, 4-10=-2175/0, 6-10=0/3351, 6-9=-4421/0, 7-9=0/6287 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) The Fabrication Tolerance at joint 12 = 20% 4) Gable studs spaced at 2-0-0 oc. 5) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 7) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1059 lb down at 7-11-0 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 Continued on page 2 October 25,2021 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 J21104960 Truss TG11 Truss Type GABLE Qty 2 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499499 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:50 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-Mgget9TtCAvVeuc9Uo3HrLwEze8IhnVGKy3SqZyPxct LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-7=-490, 8-14=-30 Concentrated Loads (lb) Vert: 11=-1059(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-490, 8-14=-30 Concentrated Loads (lb) Vert: 11=-1059(F) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-410, 8-14=-30 Concentrated Loads (lb) Vert: 1=-250 11=-700(F) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-410, 8-14=-30 Concentrated Loads (lb) Vert: 11=-700(F) 29=-250 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-410, 8-14=-30 Concentrated Loads (lb) Vert: 11=-700(F) 30=-250 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-410, 8-14=-30 Concentrated Loads (lb) Vert: 11=-700(F) 31=-250 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-410, 8-14=-30 Concentrated Loads (lb) Vert: 11=-700(F) 5=-250 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-410, 8-14=-30 Concentrated Loads (lb) Vert: 11=-700(F) 32=-250 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-410, 8-14=-30 Concentrated Loads (lb) Vert: 7=-250 11=-700(F) 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-410, 8-14=-30 Concentrated Loads (lb) Vert: 2=-250 11=-700(F) 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-410, 8-14=-30 Concentrated Loads (lb) Vert: 11=-700(F) 3=-250 12) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-410, 8-14=-30 Concentrated Loads (lb) Vert: 11=-700(F) 4=-250 13) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-410, 8-14=-30 Concentrated Loads (lb) Vert: 11=-700(F) 6=-250 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job J21104960 Truss TG12 Truss Type FLOOR Qty 2 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499500 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:50 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-Mgget9TtCAvVeuc9Uo3HrLwC4e9zhq0GKy3SqZyPxct Scale = 1:28.2 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 3x6 5x6 4x6 5x8 3x6 6x8 5x6 4x8 5x12 2x4 3x6 5x8 4-1-44-1-4 7-11-03-9-12 11-10-03-11-0 16-0-84-2-8 4-1-4 4-1-4 7-11-0 3-9-12 11-10-0 3-11-0 16-0-8 4-2-8 4-7-12Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [8:0-3-8,0-2-8] LOADING (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-S 0.63 0.22 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.12 0.01 (loc) 9 8-9 7 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 236 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-11,5-9,6-8: 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-6, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=0-3-8, 7=0-3-8 Max Grav 12=2714(LC 1), 7=3785(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-2656/0, 1-2=-2354/0, 2-3=-3882/0, 3-5=-3882/0, 5-6=-3054/0, 6-7=-3708/0 BOT CHORD 9-11=0/2354, 8-9=0/3054 WEBS 1-11=0/3369, 2-11=-2190/0, 2-9=0/2248, 3-9=-868/0, 5-9=0/1201, 5-8=-2628/0, 6-8=0/4302 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 4 = 20%, joint 10 = 20% 4) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) 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. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1298 lb down at 7-11-0, and 686 lb down at 9-2-8 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=-130, 3-6=-380, 7-12=-30 Concentrated Loads (lb) Vert: 9=-1298(F) 16=-686(B) Continued on page 2 October 25,2021 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 J21104960 Truss TG12 Truss Type FLOOR Qty 2 Ply 2 ONYX+EAST - MELANGE BLDG 6 - 4TH/ROOF Job Reference (optional) I48499500 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 07:27:50 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:_d4BXGOgciMLdtMS4h_oFwyPyqb-Mgget9TtCAvVeuc9Uo3HrLwC4e9zhq0GKy3SqZyPxct LOAD CASE(S) Standard 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-130, 3-6=-380, 7-12=-30 Concentrated Loads (lb) Vert: 9=-1298(F) 16=-686(B) 3) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-50, 3-6=-300, 7-12=-30 Concentrated Loads (lb) Vert: 1=-250 9=-810(F) 16=-373(B) 4) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-50, 3-6=-300, 7-12=-30 Concentrated Loads (lb) Vert: 9=-810(F) 13=-250 16=-373(B) 5) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-50, 3-6=-300, 7-12=-30 Concentrated Loads (lb) Vert: 9=-810(F) 14=-250 16=-373(B) 6) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-50, 3-6=-300, 7-12=-30 Concentrated Loads (lb) Vert: 4=-250 9=-810(F) 16=-373(B) 7) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-50, 3-6=-300, 7-12=-30 Concentrated Loads (lb) Vert: 9=-810(F) 15=-250 16=-373(B) 8) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-50, 3-6=-300, 7-12=-30 Concentrated Loads (lb) Vert: 6=-250 9=-810(F) 16=-373(B) 9) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-50, 3-6=-300, 7-12=-30 Concentrated Loads (lb) Vert: 2=-250 9=-810(F) 16=-373(B) 10) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-50, 3-6=-300, 7-12=-30 Concentrated Loads (lb) Vert: 9=-810(F) 3=-250 16=-373(B) 11) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-50, 3-6=-300, 7-12=-30 Concentrated Loads (lb) Vert: 9=-810(F) 5=-250 16=-373(B) PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths