Loading...
HomeMy WebLinkAboutTruss16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). March 31,2020 Liu, Xuegang Pages or sheets covered by this seal: I40815727 thru I40815764 My license renewal date for the state of Indiana is July 31, 2020. B20000918 Belfor USA Group - Isaac Residence IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss AG01 Truss Type ATTIC GIRDER Qty 1 Ply 2 Belfor USA Group - Isaac Residence Job Reference (optional) I40815727 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:30:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-gaGM2nrCYxCN8jVhjcQE2SrzH7bP1hSix6zpEjzVUMS Scale = 1:71.3 1 2 3 4 5 6 7 8 9 10 11 12 20 19 17 16 15 14 13 22 21 23 24 18 25 4x6 5x8 5x8 5x6 3x12 8x8 4x6 3x12 3x6 2x4 2x4 2x4 8x14 MT18HS 2x4 2x4 4x8 2x4 2x4 2x4 6x6 5x12 14-0-0 8-1-145-6-3 5-6-3 11-0-4 5-6-1 13-6-12 2-6-8 25-3-12 11-9-0 25-4-12 0-1-0 27-7-0 2-2-4 33-6-8 5-11-8 5-6-3 5-6-3 11-0-4 5-6-1 12-1-5 1-1-1 12-11-4 0-9-15 14-3-0 1-3-12 18-3-0 4-0-0 22-2-15 4-0-0 23-6-11 1-3-12 24-4-11 0-9-15 25-3-12 0-11-2 27-7-0 2-3-4 33-6-8 5-11-8 1-0-010-6-012-6-04-11-102-0-012-6-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-3], [1:0-0-2,0-3-11], [1:0-0-1,0-0-1], [6:0-5-8,0-2-12], [8:0-5-8,0-2-12], [12:Edge,0-1-12], [17:0-7-0,Edge], [19:0-2-12,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.70 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.14 0.02 0.07 (loc) 17-18 19-20 13 19-20 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 516 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 11-14: 2x4 SPF-S Stud, 13-15: 2x10 SP No.1 17-19: 2x10 SP 2400F 2.0E, 16-17: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-9: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 14-16 JOINTS 1 Brace at Jt(s): 21 REACTIONS. All bearings 0-3-8 except (jt=length) 1=Mechanical. (lb) - Max Horz 1=117(LC 5) Max Uplift All uplift 100 lb or less at joint(s) except 1=-131(LC 8), 17=-523(LC 31), 13=-228(LC 8), 18=-255(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 1=1830(LC 2), 17=5081(LC 17), 13=3909(LC 36), 18=6564(LC 36) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2928/243, 2-4=-2598/219, 4-5=-2942/220, 5-6=-3243/220, 6-7=-4343/340, 7-8=-4343/340, 8-9=-3197/248, 9-10=-2939/219, 10-11=-2850/268, 11-12=-3186/234, 12-13=-3389/235 BOT CHORD 1-20=-256/2329, 19-20=-259/2342, 18-19=-200/2273, 17-18=-195/2192, 16-17=-175/2442, 14-16=0/1092, 11-16=-711/48 WEBS 2-20=-14/331, 2-19=-320/152, 4-19=-1298/325, 10-17=-1399/329, 11-17=-615/119, 5-22=-522/1234, 21-22=-518/1240, 21-23=-568/1183, 9-23=-572/1177, 7-21=-971/72, 6-21=-116/1583, 8-21=-107/1689, 12-16=-192/2598 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, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x10 - 2 rows staggered at 0-9-0 oc, 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss AG01 Truss Type ATTIC GIRDER Qty 1 Ply 2 Belfor USA Group - Isaac Residence Job Reference (optional) I40815727 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:30:25 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-gaGM2nrCYxCN8jVhjcQE2SrzH7bP1hSix6zpEjzVUMS NOTES- 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 9-10, 5-22, 21-22, 21-23, 9-23; Wall dead load (5.0psf) on member(s).4-19, 10-17 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 18-19, 17-18 11) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 1, 523 lb uplift at joint 17, 228 lb uplift at joint 13 and 255 lb uplift at joint 18. 13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1309 lb down and 299 lb up at 10-8-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 16) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-40, 4-5=-197(B=-150), 5-6=-190(B=-150), 6-8=-190(B=-150), 8-9=-190(B=-150), 9-10=-197(B=-150), 10-12=-190(B=-150), 1-19=-13, 19-25=-302(B=-275), 17-25=-137(B=-110), 16-17=-123(B=-110), 14-15=-123(B=-110), 13-14=-123(B=-110), 5-9=-7 Drag: 4-19=-7, 10-17=-7 Concentrated Loads (lb) Vert: 24=-1309(B) 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss AG02 Truss Type ATTIC GIRDER Qty 1 Ply 2 Belfor USA Group - Isaac Residence Job Reference (optional) I40815728 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:30:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-czO6TSsS4YS5O1f3r1Si7twFnwHcVcl?OQSwJczVUMQ Scale = 1:80.6 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 17 16 15 14 22 21 23 24 18 25 4x6 5x8 5x8 8x8 5x12 8x14 MT18HS 4x8 2x4 3x6 2x4 2x4 2x4 8x8 3x6 3x4 4x8 2x4 2x4 2x4 5x10 MT18HS 5x12 14-0-0 8-1-145-6-3 5-6-3 11-0-4 5-6-1 13-6-12 2-6-8 25-3-12 11-9-0 30-2-8 4-10-12 33-10-0 3-7-8 -0-10-8 0-10-8 5-6-3 5-6-3 11-0-4 5-6-1 12-1-5 1-1-1 12-11-4 0-9-15 14-3-0 1-3-12 18-3-0 4-0-0 22-2-15 4-0-0 23-6-12 1-3-12 24-4-11 0-9-15 25-3-12 0-11-2 30-2-8 4-10-12 33-10-0 3-7-8 1-0-010-6-012-6-04-9-52-0-012-6-08.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-3], [2:0-0-2,0-3-11], [2:0-0-1,0-0-1], [7:0-5-8,0-2-12], [9:0-5-8,0-2-12], [17:0-2-12,0-3-8], [19:0-7-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.85 0.65 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.45 0.14 0.13 (loc) 17-18 17-18 14 17-18 l/defl >712 >530 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 481 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 2-19: 2x6 SP 2400F 2.0E, 12-15: 2x4 SPF-S Stud 17-19: 2x10 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 6-10,13-16: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 21 REACTIONS. (size) 2=0-3-8, 14=Mechanical, 18=0-3-8 Max Horz 2=118(LC 5) Max Uplift 2=-34(LC 9), 14=-149(LC 31), 18=-406(LC 8) Max Grav 2=3375(LC 37), 14=5788(LC 17), 18=5307(LC 36) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5180/119, 3-5=-5617/175, 5-6=-5057/185, 6-7=-2146/217, 7-8=-3117/265, 8-9=-3117/265, 9-10=-2484/179, 10-11=-4936/163, 11-12=-6185/169, 12-13=-4920/138, 13-14=-5749/162 BOT CHORD 2-20=-77/4062, 19-20=-79/4084, 18-19=-19/4609, 17-18=-43/4609, 16-17=-111/4077, 12-16=-2784/92 WEBS 3-20=-898/369, 3-19=-385/1018, 5-19=-55/799, 11-17=-64/800, 12-17=-29/740, 6-22=-3527/222, 21-22=-3491/222, 21-23=-2738/32, 10-23=-2768/31, 8-21=-1014/70, 7-22=-2/266, 9-21=-158/1387, 7-21=-174/1985, 13-16=-133/4933 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, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x10 - 2 rows staggered at 0-9-0 oc, 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) Ceiling dead load (5.0 psf) on member(s). 5-6, 10-11, 6-22, 21-22, 21-23, 10-23; Wall dead load (5.0psf) on member(s).5-19, 11-17 Continued on page 2 March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss AG02 Truss Type ATTIC GIRDER Qty 1 Ply 2 Belfor USA Group - Isaac Residence Job Reference (optional) I40815728 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:30:28 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-49xUgot4rsay?AEGPkzxg4TQWKcrE3?8d4BTr2zVUMP NOTES- 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 18-19, 17-18 11) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 2, 149 lb uplift at joint 14 and 406 lb uplift at joint 18. 13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1397 lb down and 320 lb up at 10-8-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 16) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-40, 5-6=-197(F=-150), 6-7=-190(F=-150), 7-9=-190(F=-150), 9-10=-190(F=-150), 10-11=-197(F=-150), 11-13=-190(F=-150), 2-19=-13, 19-25=-302(F=-275), 17-25=-27, 16-17=-13, 14-15=-13, 6-10=-7 Drag: 5-19=-7, 11-17=-7 Concentrated Loads (lb) Vert: 24=-1397(F) 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss AG03 Truss Type ATTIC GIRDER Qty 1 Ply 3 Belfor USA Group - Isaac Residence Job Reference (optional) I40815729 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:30:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-YMVtu8uic9ipdKpSySUADI0Z2ku0zTIIskx1NUzVUMO Scale = 1:72.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 20 19 18 17 16 15 21 22 23 24 4x8 5x8 8x16 5x8 6x8 3x12 6x8 2x4 10x10 3x4 3x4 2x4 3x6 3x6 3x12 4x8 10x10 5x8 12-0-0 8-1-143-0-0 3-0-0 6-8-12 3-8-12 12-10-8 6-1-12 19-0-4 6-1-12 20-8-4 1-8-0 22-9-0 2-0-12 25-9-0 3-0-0 -1-2-8 1-2-8 3-0-0 3-0-0 6-8-12 3-8-12 9-8-4 2-11-8 10-4-13 0-8-9 12-10-8 2-5-11 15-4-3 2-5-11 16-0-12 0-8-9 19-0-4 2-11-8 20-8-4 1-8-0 22-9-0 2-0-12 25-9-0 3-0-0 26-11-8 1-2-8 1-0-011-8-121-0-010.00 12 Plate Offsets (X,Y)-- [9:0-7-6,Edge], [10:0-0-0,0-2-12], [15:0-7-0,0-1-8], [16:0-3-8,0-6-12], [17:0-3-8,0-3-0], [19:0-3-8,0-7-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.99 0.91 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.56 0.01 0.10 (loc) 17-19 17-19 13 17-19 l/defl >899 >549 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 686 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x10 SP No.1 *Except* 13-18: 2x10 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 9-17,5-19,6-8,11-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 21 REACTIONS. (size) 2=0-3-8, 13=0-3-8 Max Horz 2=-141(LC 6) Max Grav 2=2372(LC 2), 13=8177(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2716/0, 3-5=-4367/0, 5-6=-2543/0, 6-7=0/1071, 7-8=0/1396, 8-9=-2215/0, 9-11=-6058/0, 11-12=-7325/0, 12-13=-9500/0 BOT CHORD 2-20=0/2093, 19-20=0/2092, 17-19=0/2892, 16-17=0/5782, 15-16=0/6689, 13-15=0/6688 WEBS 9-17=0/5949, 5-19=0/2752, 6-21=-4544/0, 8-21=-4544/0, 3-20=-2358/0, 12-15=0/3415, 12-16=-1558/0, 3-19=-145/1107, 11-16=0/6393, 11-17=-8425/0 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 16-11 2x4 - 2 rows staggered at 0-4-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 7) Ceiling dead load (5.0 psf) on member(s). 5-6, 8-9, 6-21, 8-21; Wall dead load (5.0psf) on member(s).9-17, 5-19 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 17-19 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5369 lb down and 231 lb up at 20-7-8, 1029 lb down at 21-10-12, and 1029 lb down at 23-2-12, and 1029 lb down at 24-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Continued on page 2 March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss AG03 Truss Type ATTIC GIRDER Qty 1 Ply 3 Belfor USA Group - Isaac Residence Job Reference (optional) I40815729 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:30:29 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-YMVtu8uic9ipdKpSySUADI0Z2ku0zTIIskx1NUzVUMO LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-40, 5-6=-47, 6-7=-40, 7-8=-40, 8-9=-47, 9-14=-40, 2-19=-13, 17-19=-27, 13-17=-13, 6-8=-7 Drag: 9-17=-7, 5-19=-7 Concentrated Loads (lb) Vert: 16=-3534(B) 22=-923(B) 23=-923(B) 24=-923(B) 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss AT01 Truss Type Attic Qty 5 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815730 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:30:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-VkddJqvz7nzXtezr4tXeIj55fXhaRUnbJ2Q8SNzVUMM Scale = 1:73.4 1 2 3 4 5 6 7 8 9 10 11 12 20 19 17 16 15 14 13 22 21 23 18 4x6 5x8 5x8 4x6 3x12 8x8 4x6 2x4 3x6 2x4 2x4 2x4 8x8 2x4 2x4 4x8 2x4 2x4 2x4 4x6 5x12 14-0-0 8-1-145-6-3 5-6-3 11-0-4 5-6-1 13-6-12 2-6-8 25-3-12 11-9-0 25-4-12 0-1-0 27-7-0 2-2-4 33-6-8 5-11-8 5-6-3 5-6-3 11-0-4 5-6-1 12-1-5 1-1-1 12-11-4 0-9-15 14-3-0 1-3-12 18-3-0 4-0-0 22-2-15 4-0-0 23-6-12 1-3-12 24-4-11 0-9-15 25-3-12 0-11-2 27-7-0 2-3-4 33-6-8 5-11-8 1-0-010-6-012-6-04-11-102-0-012-6-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-3], [1:0-0-2,0-3-11], [1:0-0-1,0-0-1], [6:0-5-8,0-2-12], [8:0-5-8,0-2-12], [17:0-2-12,0-3-8], [19:0-2-12,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.46 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.08 0.01 0.04 (loc) 17-18 17-18 13 19-20 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 240 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 11-14: 2x4 SPF-S Stud, 17-19: 2x10 SP No.1 WEBS 2x4 SPF-S Stud *Except* 5-9: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 14-16 JOINTS 1 Brace at Jt(s): 21 REACTIONS. All bearings 0-3-8 except (jt=length) 1=Mechanical. (lb) - Max Horz 1=162(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 13 Max Grav All reactions 250 lb or less at joint(s) except 1=609(LC 1), 17=698(LC 29), 13=620(LC 1), 18=1035(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-880/15, 2-4=-576/51, 4-5=-535/69, 5-6=-457/52, 6-7=-634/95, 7-8=-634/95, 8-9=-472/67, 9-10=-532/66, 10-11=-543/81, 11-12=-566/58, 12-13=-586/31 BOT CHORD 1-20=-68/655, 19-20=-69/655, 18-19=-64/432, 17-18=-65/421, 16-17=-40/437 WEBS 2-19=-291/82, 8-21=-59/291, 6-21=-60/280, 12-16=-27/473 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-12 to 3-5-0, Interior(1) 3-5-0 to 14-3-0, Exterior(2R) 14-3-0 to 17-7-4, Interior(1) 17-7-4 to 22-2-15, Exterior(2R) 22-2-15 to 25-3-12, Interior(1) 25-3-12 to 33-4-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 4-5, 9-10, 5-22, 21-22, 21-23, 9-23; Wall dead load (5.0psf) on member(s).4-19, 10-17 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 18-19, 17-18 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 13. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Attic room checked for L/360 deflection. March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss AT02 Truss Type ATTIC Qty 7 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815731 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:30:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-zxB?WAwbu45NUoY1ea2tqweGMx2zAtkkYi9h_pzVUML Scale = 1:65.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 21 20 18 17 16 22 24 23 19 4x6 5x8 5x8 4x6 3x12 8x8 3x6 2x4 2x4 2x4 8x8 4x6 3x6 2x4 2x4 2x4 4x6 2x4 2x44x8 2x4 14-0-0 8-1-145-6-3 5-6-3 11-0-4 5-6-1 13-6-12 2-6-8 25-3-12 11-9-0 30-0-4 4-8-8 34-10-0 4-9-12 -0-10-8 0-10-8 5-6-3 5-6-3 11-0-4 5-6-1 12-1-5 1-1-1 12-11-4 0-9-15 14-3-0 1-3-12 18-3-0 4-0-0 22-2-15 4-0-0 23-6-12 1-3-12 24-4-10 0-9-15 25-3-12 0-11-2 29-11-2 4-7-6 34-10-0 4-10-14 35-8-8 0-10-8 1-0-010-6-02-1-510-6-08.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-3], [2:0-0-2,0-3-11], [2:0-0-1,0-0-1], [7:0-5-8,0-2-12], [9:0-5-8,0-2-12], [14:0-2-14,0-2-0], [18:0-2-12,0-3-8], [20:0-2-12,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.38 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.12 0.01 0.04 (loc) 18-19 18-19 16 20-21 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 233 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 18-20: 2x10 SP No.1 WEBS 2x4 SPF-S Stud *Except* 6-10: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 24 REACTIONS. All bearings 0-3-8. (lb) - Max Horz 2=134(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 16=-217(LC 18) Max Grav All reactions 250 lb or less at joint(s) except 2=684(LC 1), 17=1168(LC 29), 16=364(LC 1), 19=984(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-923/0, 3-5=-638/19, 5-6=-579/38, 6-7=-436/68, 7-8=-601/99, 8-9=-601/99, 9-10=-449/68, 10-11=-575/38, 11-12=-627/22, 12-14=-330/346, 14-16=-341/241 BOT CHORD 2-21=-16/683, 20-21=-16/683, 19-20=-1/483, 18-19=-2/472, 17-18=-268/261 WEBS 3-20=-269/92, 12-18=-24/726, 12-17=-1053/101, 14-17=-285/263, 7-24=-58/290, 9-24=-67/288 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-7-5, Interior(1) 2-7-5 to 14-3-0, Exterior(2R) 14-3-0 to 17-8-13, Interior(1) 17-8-13 to 22-2-15, Exterior(2R) 22-2-15 to 25-8-12, Interior(1) 25-8-12 to 35-8-8 zone; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 5-6, 10-11, 6-22, 22-24, 23-24, 10-23; Wall dead load (5.0psf) on member(s).5-20, 11-18 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 19-20, 18-19 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 217 lb uplift at joint 16. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Attic room checked for L/360 deflection. March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss AT03 Truss Type Attic Qty 2 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815732 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:30:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-vJJmxsyrQiL5k5hQl?4LwLjT0leoeix1?0eo3izVUMJ Scale = 1:65.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 20 19 18 17 16 22 21 23 4x6 5x8 5x8 4x6 4x10 8x8 3x6 2x4 2x4 2x4 8x14 MT18HS 3x6 3x8 3x4 3x4 3x6 4x6 5x8 2x4 2x4 2x4 14-0-0 8-1-145-6-3 5-6-3 11-0-4 5-6-1 25-3-12 14-3-8 30-0-4 4-8-8 34-10-0 4-9-12 -0-10-8 0-10-8 5-6-3 5-6-3 11-0-4 5-6-1 12-1-5 1-1-1 12-11-4 0-9-15 14-3-0 1-3-12 18-3-0 4-0-0 22-2-15 4-0-0 23-6-12 1-3-12 24-4-10 0-9-15 25-3-12 0-11-2 29-11-2 4-7-6 34-10-0 4-10-14 35-8-8 0-10-8 1-0-010-6-02-1-510-6-08.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-3-11], [2:0-0-1,0-0-1], [7:0-5-8,0-2-12], [9:0-5-8,0-2-12], [14:0-2-14,0-2-0], [17:0-3-8,0-1-8], [18:0-7-0,Edge], [19:0-2-12,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.72 0.81 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.43 0.03 0.09 (loc) 18-19 18-19 16 19-20 l/defl >999 >822 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 238 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 18-19: 2x10 SP No.1, 16-18: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 6-10: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-21 JOINTS 1 Brace at Jt(s): 21 REACTIONS. (size) 2=0-3-8, 17=0-3-8, 16=0-3-8 Max Horz 2=134(LC 11) Max Uplift 17=-289(LC 26) Max Grav 2=1296(LC 20), 17=401(LC 29), 16=1278(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1906/0, 3-5=-1709/0, 5-6=-1257/0, 6-7=-276/131, 7-8=-417/224, 8-9=-417/224, 9-10=-293/176, 10-11=-1270/0, 11-12=-1697/0, 12-14=-1354/35, 14-16=-1196/16 BOT CHORD 2-20=0/1575, 19-20=0/1576, 18-19=0/1383, 17-18=0/1115 WEBS 3-19=-270/92, 5-19=0/700, 11-18=0/652, 12-18=0/545, 12-17=-874/2, 6-22=-1466/0, 21-22=-1453/0, 21-23=-1591/0, 10-23=-1605/0, 14-17=0/1122, 7-21=-83/252, 9-21=-57/331 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-7-5, Interior(1) 2-7-5 to 14-3-0, Exterior(2R) 14-3-0 to 17-8-13, Interior(1) 17-8-13 to 22-2-15, Exterior(2R) 22-2-15 to 25-8-12, Interior(1) 25-8-12 to 35-8-8 zone; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 7) Ceiling dead load (5.0 psf) on member(s). 5-6, 10-11, 6-22, 21-22, 21-23, 10-23; Wall dead load (5.0psf) on member(s).5-19, 11-18 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 18-19 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 289 lb uplift at joint 17. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Attic room checked for L/360 deflection. March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss AT04 Truss Type Attic Qty 3 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815733 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:30:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-NWt88ByTB?TyLFGcJibaSZGig9yXNFDAEgOLb8zVUMI Scale = 1:73.8 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 17 16 15 14 21 23 22 18 4x6 6x6 6x6 4x6 3x12 8x8 4x6 2x4 3x6 2x4 2x4 2x4 8x8 2x4 2x4 2x4 2x42x4 2x4 4x6 5x12 14-0-0 8-1-145-6-3 5-6-3 11-0-4 5-6-1 13-6-12 2-6-8 25-3-12 11-9-0 30-2-8 4-10-12 33-10-0 3-7-8 -0-10-8 0-10-8 5-6-3 5-6-3 11-0-4 5-6-1 12-1-5 1-1-1 12-11-4 0-9-15 14-3-0 1-3-12 18-3-0 4-0-0 22-2-15 4-0-0 23-6-12 1-3-12 24-4-11 0-9-15 25-3-12 0-11-2 30-2-8 4-10-12 33-10-0 3-7-8 1-0-010-6-012-6-04-9-52-0-012-6-08.00 12 Plate Offsets (X,Y)-- [2:0-0-1,0-0-1], [2:0-0-2,0-3-11], [2:Edge,0-0-3], [17:0-2-12,0-3-8], [19:0-2-12,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.84 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.28 0.08 0.05 (loc) 17-18 17-18 14 17 l/defl >999 >861 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 227 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 12-15: 2x4 SPF-S Stud, 17-19: 2x10 SP No.1 WEBS 2x4 SPF-S Stud *Except* 6-10: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. JOINTS 1 Brace at Jt(s): 23 REACTIONS. (size) 2=0-3-8, 14=Mechanical, 18=0-3-8 Max Horz 2=162(LC 11) Max Grav 2=865(LC 2), 14=1047(LC 21), 18=742(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1199/0, 3-5=-1129/0, 5-6=-878/3, 6-7=-471/120, 7-8=-383/149, 8-9=-383/149, 9-10=-448/144, 10-11=-854/8, 11-12=-1123/0, 12-13=-895/0, 13-14=-1013/0 BOT CHORD 2-20=0/923, 19-20=0/924, 18-19=0/858, 17-18=0/860, 16-17=0/738, 12-16=-458/0 WEBS 5-19=-119/299, 11-17=0/404, 6-21=-813/0, 21-23=-796/0, 22-23=-796/0, 10-22=-804/0, 13-16=0/891 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-6-2, Interior(1) 2-6-2 to 14-3-0, Exterior(2R) 14-3-0 to 17-7-10, Interior(1) 17-7-10 to 22-2-15, Exterior(2R) 22-2-15 to 25-7-9, Interior(1) 25-7-9 to 33-8-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 5-6, 10-11, 6-21, 21-23, 22-23, 10-22; Wall dead load (5.0psf) on member(s).5-19, 11-17 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 18-19, 17-18 8) Refer to girder(s) for truss to truss connections. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Attic room checked for L/360 deflection. March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss AT05 Truss Type ATTIC Qty 15 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815734 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:30:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-riQWMXz5yJbpzProtQ6p?mop_YMI6j7KTK7u7azVUMH Scale = 1:71.7 1 2 3 4 5 6 7 8 9 10 11 13 12 14 15 16 5x12 5x8 5x12 4x8 8x8 2x4 8x8 2x4 4x8 3x4 3x4 2x4 12-0-0 8-1-146-8-12 6-8-12 12-10-8 6-1-12 19-0-4 6-1-12 25-9-0 6-8-12 -1-2-8 1-2-8 6-8-12 6-8-12 9-8-4 2-11-8 10-4-13 0-8-9 12-10-8 2-5-11 15-4-3 2-5-11 16-0-12 0-8-9 19-0-4 2-11-8 25-9-0 6-8-12 26-11-8 1-2-8 1-0-011-8-121-0-010.00 12 Plate Offsets (X,Y)-- [2:0-0-5,0-0-6], [2:0-0-11,0-3-9], [10:0-0-11,0-3-9], [10:0-0-5,0-0-6], [12:0-4-0,Edge], [13:0-4-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.75 0.62 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.49 0.03 0.12 (loc) 12-13 12-13 10 2-13 l/defl >999 >627 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 169 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 1-3,9-11: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 12-13: 2x10 SP No.1 WEBS 2x4 SPF-S Stud *Except* 5-7: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 14 REACTIONS. (size) 2=0-3-8, 10=0-3-8 Max Horz 2=-141(LC 10) Max Grav 2=1152(LC 20), 10=1152(LC 21) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1424/0, 4-5=-867/0, 5-6=0/380, 6-7=0/380, 7-8=-868/0, 8-10=-1425/0 BOT CHORD 2-13=0/936, 12-13=0/948, 10-12=0/935 WEBS 8-12=0/706, 4-13=0/706, 5-14=-1395/0, 7-14=-1395/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 12-10-8, Exterior(2R) 12-10-8 to 15-8-0, Interior(1) 15-8-0 to 26-11-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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, with BCDL = 10.0psf. 5) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-14, 7-14; Wall dead load (5.0psf) on member(s).8-12, 4-13 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 12-13 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Attic room checked for L/360 deflection. March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815735 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:30:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-Ju_uZt_jjdjgbZQ_Q7e2X_L8WyrerGmTh_tSg0zVUMG Scale = 1:26.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x6 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-2-0 7-2-0 -0-10-8 0-10-8 3-7-0 3-7-0 7-2-0 3-7-0 8-0-8 0-10-8 0-8-113-8-80-8-1110.00 12 Plate Offsets (X,Y)-- [8:0-4-0,0-1-8], [16:0-4-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 9 9 10 9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 63 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 7-2-0. (lb) - Max Horz 16=80(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-8 to 2-3-0, Exterior(2N) 2-3-0 to 3-7-0, Corner(3R) 3-7-0 to 6-7-0, Exterior(2N) 6-7-0 to 8-0-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 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) 16, 10, 14, 15, 12, 11. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss GE02 Truss Type Common Structural Gable Qty 1 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815736 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:30:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-GH6f_Z?_FEzOqtaNYYgWdPQMOmW6J9Ym9IMZkvzVUME Scale = 1:39.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 10 8 69 7 4x6 2x4 2x44x8 6x8 6x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2-8-8 2-8-8 6-3-8 3-7-0 9-10-8 3-7-0 12-7-0 2-8-8 -1-2-8 1-2-8 6-3-8 6-3-8 12-7-0 6-3-8 13-9-8 1-2-8 1-0-06-2-151-0-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.61 0.10 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 8 8 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 164 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 3-0-0 except (jt=length) 9=0-3-8, 7=0-3-8. (lb) - Max Horz 10=-133(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 10, 6 Max Grav All reactions 250 lb or less at joint(s) 9, 7 except 10=501(LC 1), 6=501(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-430/93, 3-4=-430/93, 2-10=-480/122, 4-6=-480/122 BOT CHORD 9-10=-166/294, 8-9=-166/294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 6-3-8, Exterior(2R) 6-3-8 to 9-3-8, Interior(1) 9-3-8 to 13-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss GE03 Truss Type Common Structural Gable Qty 1 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815737 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:30:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-kTg1Cv0c0Y5FS19Z6GBl9czUdAkw2UWvOy56GLzVUMD Scale = 1:65.7 Sheet Front Left Option 4-10-0 1 Ply 7/16OSB8 1 2 3 4 5 6 15 14 13 12 11 9 8 710 30 31 4x6 3x4 3x8 4x6 2x4 3x6 6x8 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 9x22 MT18HS 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4-10-0 4-10-0 5-9-0 0-11-0 7-7-10 1-10-10 18-4-0 10-8-6 -1-2-8 1-2-8 2-5-3 2-5-3 7-7-10 5-2-7 12-2-3 4-6-9 12-10-1 0-7-14 18-4-0 5-5-15 3-6-109-11-01-0-010.00 12 Plate Offsets (X,Y)-- [3:0-11-0,0-2-3], [9:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.77 0.64 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.55 0.01 0.01 (loc) 7-8 7-8 7 7-8 l/defl >472 >270 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 264 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 4-8: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 6-0-8 except (jt=length) 7=0-3-8, 10=0-3-8. (lb) - Max Horz 15=-210(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 11, 14 except 10=-314(LC 18) Max Grav All reactions 250 lb or less at joint(s) 11, 12, 13, 14 except 15=836(LC 20), 7=832(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-677/67, 4-5=-685/57, 5-6=-525/46, 6-7=-421/50 BOT CHORD 14-15=-80/414, 13-14=-80/414, 12-13=-80/414, 11-12=-80/414, 10-11=-80/414, 8-10=-80/414, 7-8=0/602 WEBS 4-8=0/501, 5-8=-262/170, 3-15=-821/0, 5-7=-423/17 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 7-7-10, Exterior(2R) 7-7-10 to 10-7-10, Interior(1) 10-7-10 to 18-2-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are MT20 plates unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 14 except (jt=lb) 10=314. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss GE04 Truss Type Common Structural Gable Qty 1 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815738 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:30:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-CfEPPF1EnrD63Akmfzi_iqWdfZAyn3U3ccrfpozVUMC Scale = 1:42.6 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 10 8 69 7 4x6 2x4 2x44x8 6x8 6x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2-11-3 2-11-3 7-2-0 4-2-13 11-4-13 4-2-13 14-4-0 2-11-3 -0-10-8 0-10-8 7-2-0 7-2-0 14-4-0 7-2-0 15-2-8 0-10-8 1-2-07-1-111-2-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.95 0.14 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) 8 8 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 214 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 3-2-11 except (jt=length) 9=0-3-8, 7=0-3-8. (lb) - Max Horz 10=-143(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 10, 6 Max Grav All reactions 250 lb or less at joint(s) 9, 7 except 10=596(LC 1), 6=596(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-604/98, 3-4=-604/98, 2-10=-591/105, 4-6=-591/105 BOT CHORD 9-10=-219/391, 8-9=-219/391, 7-8=-161/292, 6-7=-161/292 WEBS 2-8=-70/255 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 7-2-0, Exterior(2R) 7-2-0 to 10-2-0, Interior(1) 10-2-0 to 15-2-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) The Fabrication Tolerance at joint 2 = 4%, joint 4 = 4% 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 9-10=-20, 7-9=-60(F=-40), 6-7=-20 March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss GE05 Truss Type GABLE Qty 1 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815739 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:30:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-Yd1ISy5NbOrOAycjSWI9PtDhQamlSIhomuYQU?zVUM7 Scale = 1:76.0 1 2 3 4 5 6 7 8 9 10 11 12 28 27 2625 24 23 22 21 19 18 17 16 15 14 13 30 29 31 20 4x6 5x8 5x8 5x8 3x12 8x8 4x6 3x6 8x8 4x8 4x6 5x12 14-0-0 8-1-145-6-3 5-6-3 11-0-4 5-6-1 25-3-12 14-3-8 27-7-0 2-3-4 33-6-8 5-11-8 5-6-3 5-6-3 11-0-4 5-6-1 12-1-5 1-1-1 12-11-4 0-9-15 14-3-0 1-3-12 18-3-0 4-0-0 22-2-15 4-0-0 23-6-12 1-3-12 24-4-11 0-9-15 25-3-12 0-11-2 27-7-0 2-3-4 33-6-8 5-11-8 1-0-012-6-02-0-04-11-102-0-012-6-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-3], [1:0-0-2,0-3-11], [1:0-0-1,0-0-1], [3:0-2-8,Edge], [6:0-5-8,0-2-12], [8:0-5-8,0-2-12], [19:0-2-12,0-3-8], [21:0-2-12,0-3-8], [49:0-1-13,0-1-0], [50:0-1-11,0-1-0], [53:0-1-13,0-1-0], [54:0-1-12,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.11 0.67 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 296 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 11-16: 2x4 SPF-S Stud, 19-21: 2x10 SP No.1 WEBS 2x4 SPF-S Stud *Except* 5-9: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16,14-15,13-14. 6-0-0 oc bracing: 16-18 JOINTS 1 Brace at Jt(s): 29 REACTIONS. All bearings 33-6-8. (lb) - Max Horz 1=162(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 12, 25, 24, 27, 28, 15 except 22=-404(LC 18) Max Grav All reactions 250 lb or less at joint(s) 20, 13, 23, 26, 27, 28, 15, 14, 17 except 12=377(LC 1), 1=302(LC 1), 21=717(LC 20), 16=687(LC 21), 25=340(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-418/49, 2-4=-504/36, 4-5=-491/61, 5-6=-472/66, 6-7=-653/91, 7-8=-653/91, 8-9=-489/60, 9-10=-482/60, 10-11=-486/36, 11-12=-344/45 BOT CHORD 1-28=-46/295, 27-28=-46/295, 26-27=-46/295, 25-26=-46/295, 24-25=-46/295, 23-24=-46/295, 22-23=-46/295, 21-22=-44/305, 19-21=-19/363, 18-19=-62/255, 16-18=-647/2, 11-18=-753/0 WEBS 2-25=-323/53, 4-21=-276/75, 11-19=0/453, 8-29=-66/276, 6-29=-55/295, 12-18=-50/273 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-0-0 to 3-4-4, Exterior(2N) 3-4-4 to 14-3-0, Corner(3R) 14-3-0 to 17-7-4, Exterior(2N) 17-7-4 to 22-2-15, Corner(3R) 22-2-15 to 25-3-12, Exterior(2N) 25-3-12 to 33-4-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss GE05 Truss Type GABLE Qty 1 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815739 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:30:46 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-Yd1ISy5NbOrOAycjSWI9PtDhQamlSIhomuYQU?zVUM7 NOTES- 9) * 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, with BCDL = 10.0psf. 10) Ceiling dead load (5.0 psf) on member(s). 4-5, 9-10, 5-30, 29-30, 29-31, 9-31; Wall dead load (5.0psf) on member(s).4-21, 10-19 11) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 25, 24, 27, 28, 15 except (jt=lb) 22=404. 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 21, 25, 22, 23, 24, 26, 27, 28. 14) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16) Attic room checked for L/360 deflection. 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss GE06 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815740 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:30:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-V092te6d7?66PFm6axKdUIIwmOXXwEH5DC1XYuzVUM5 Scale = 1:70.2 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 5x6 4x6 3x4 3x4 4x6 5x6 4x6 30-2-0 30-2-0 -0-10-8 0-10-8 14-3-0 14-3-0 22-2-15 7-11-15 30-2-0 7-11-1 2-0-011-6-06-2-1011-6-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [14:0-4-4,0-2-4], [20:0-4-4,0-2-4], [39:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.57 0.27 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 1 1 27 2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 795 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 *Except* 10-43,9-44,8-45,7-46,6-47,5-48,3-49,24-29,25-28: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 14-20. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 20-33, 19-34, 18-35, 17-36, 16-37, 15-38, 14-39, 13-40, 12-41, 11-42, 21-32, 22-31, 23-30 REACTIONS. All bearings 30-2-0. (lb) - Max Horz 50=264(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 27, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 32, 31, 30, 29, 28 except 50=-488(LC 10), 49=-578(LC 9) Max Grav All reactions 250 lb or less at joint(s) 27, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 32, 31, 30, 29, 28 except 50=666(LC 9), 49=523(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-50=-371/260, 2-3=-362/289 WEBS 3-49=-230/264 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-8 to 2-2-15, Exterior(2N) 2-2-15 to 14-3-0, Corner(3R) 14-3-0 to 17-3-3, Exterior(2N) 17-3-3 to 22-2-15, Corner(3R) 22-2-15 to 25-3-3, Exterior(2N) 25-3-3 to 30-0-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 32, 31, 30, 29, 28 except (jt=lb) 50=488, 49=578. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss GE07 Truss Type GABLE Qty 1 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815741 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:30:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-ROHpIK8tfcMqeZwUhMM5ZjNAcC7cO3bOhVWedmzVUM3 Scale = 1:75.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 13 12 14 35 36 37 38 5x12 5x8 5x12 4x8 8x8 2x4 8x8 2x4 4x8 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-0-0 8-1-146-8-12 6-8-12 12-10-8 6-1-12 19-0-4 6-1-12 25-9-0 6-8-12 -1-2-8 1-2-8 6-8-12 6-8-12 9-8-4 2-11-8 10-4-13 0-8-9 12-10-8 2-5-11 15-4-3 2-5-11 16-0-12 0-8-9 19-0-4 2-11-8 25-9-0 6-8-12 26-11-8 1-2-8 1-0-011-8-121-0-010.00 12 Plate Offsets (X,Y)-- [2:0-0-5,0-0-6], [2:0-0-11,0-3-9], [10:0-0-11,0-3-9], [10:0-0-5,0-0-6], [12:0-4-0,Edge], [13:0-4-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.87 0.68 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.49 0.03 0.12 (loc) 12-13 12-13 10 2-13 l/defl >999 >627 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 527 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 1-3,9-11: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 12-13: 2x10 SP No.1 WEBS 2x4 SPF-S Stud *Except* 5-7: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 14 REACTIONS. (size) 2=0-3-8, 10=0-3-8 Max Horz 2=-141(LC 10) Max Grav 2=1152(LC 20), 10=1152(LC 21) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1424/0, 4-5=-867/10, 5-6=0/380, 6-7=0/380, 7-8=-868/10, 8-10=-1425/0 BOT CHORD 2-13=0/936, 12-13=0/948, 10-12=0/935 WEBS 8-12=0/706, 4-13=0/706, 5-14=-1395/0, 7-14=-1395/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 1-9-8, Exterior(2N) 1-9-8 to 12-10-8, Corner(3R) 12-10-8 to 15-8-0, Exterior(2N) 15-8-0 to 26-11-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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, with BCDL = 10.0psf. 7) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-14, 7-14; Wall dead load (5.0psf) on member(s).8-12, 4-13 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 12-13 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Attic room checked for L/360 deflection. March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss GE08 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815742 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:30:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-vbqBVg9VQwUhGjVhF3uK6xwVSbcx7czXw9GB9DzVUM2 Scale = 1:23.2 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 9 8 7 6 10 11 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 -1-2-8 1-2-8 3-7-8 3-7-8 1-0-04-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.22 0.09 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 3-7-8. (lb) - Max Horz 9=74(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 9, 6, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 9, 6, 7, 8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 1-9-8, Exterior(2N) 1-9-8 to 3-5-12 zone; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6, 7, 8. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss GE09 Truss Type Valley Qty 1 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815743 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:30:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-vbqBVg9VQwUhGjVhF3uK6xwVqbcT7c4Xw9GB9DzVUM2 Scale = 1:29.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 11 10 9 8 7 12 2x4 2x4 2x42x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-7-4 7-7-4 0-0-45-0-138.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.12 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 7-7-4. (lb) - Max Horz 1=127(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 8, 9, 10, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 8, 9, 10, 11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-294/189 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-5-12 to 3-7-4, Exterior(2N) 3-7-4 to 7-5-8 zone; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 8, 9, 10, 11. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss M01 Truss Type MONOPITCH Qty 4 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815744 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:30:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-NnOZj?A8BEcYut3tpnPZe8TfQ?wuszPg8p?lhfzVUM1 Scale = 1:44.4 1 2 3 4 6 53x8 3x4 3x4 2x4 3x4 3x6 2x4 5-3-8 5-3-8 10-7-0 5-3-8 5-3-8 5-3-8 10-7-0 5-3-8 1-0-08-0-118.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.24 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.01 0.01 (loc) 5-6 5-6 5 1-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-3-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS. (size) 1=Mechanical, 5=Mechanical Max Horz 1=215(LC 12) Max Uplift 5=-100(LC 12) Max Grav 1=418(LC 1), 5=426(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-459/0 BOT CHORD 1-6=-108/317, 5-6=-108/317 WEBS 3-5=-403/138 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-5-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss M02 Truss Type Monopitch Qty 1 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815745 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:30:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-rzyxwLAmyXkPV0e3MUwoBM?qZPFmbPkqNTlIE5zVUM0 Scale = 1:44.4 1 2 3 4 5 7 6 2x4 3x4 3x8 3x4 3x4 3x6 2x4 5-3-8 5-3-8 10-7-0 5-3-8 -0-10-8 0-10-8 5-3-8 5-3-8 10-7-0 5-3-8 1-0-08-0-118.00 12 Plate Offsets (X,Y)-- [2:0-6-1,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.26 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.01 0.01 (loc) 6-7 6-7 6 2-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-3-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS. (size) 6=Mechanical, 2=0-3-8 Max Horz 2=212(LC 12) Max Uplift 6=-99(LC 12) Max Grav 6=424(LC 19), 2=472(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-457/0 BOT CHORD 2-7=-107/314, 6-7=-107/314 WEBS 4-6=-398/136 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 10-5-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss PB01 Truss Type Piggyback Qty 26 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815746 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:30:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-J9WJ8hBOjrsG7ADGwCR2jZY2BpdaKytzc7UrmXzVUM? Scale = 1:17.9 1 2 3 4 5 6 4x6 2x4 2x42x4 7-11-15 7-11-15 4-0-0 4-0-0 7-11-15 4-0-0 0-4-72-6-80-1-80-4-70-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.13 0.10 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=6-6-2, 4=6-6-2, 6=6-6-2 Max Horz 2=44(LC 11) Max Uplift 2=-14(LC 12), 4=-19(LC 13) Max Grav 2=160(LC 1), 4=160(LC 1), 6=252(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-11 to 3-3-11, Interior(1) 3-3-11 to 4-0-0, Exterior(2R) 4-0-0 to 7-3-1, Interior(1) 7-3-1 to 7-8-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss PB02 Truss Type Piggyback Qty 2 Ply 3 Belfor USA Group - Isaac Residence Job Reference (optional) I40815747 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:30:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-oM4iL1C0U9_7lKoSUvyHGn5DvD__3PI7qnEPI_zVUM_ Scale = 1:17.9 1 2 3 4 5 6 4x6 3x4 3x42x4 7-11-15 7-11-15 4-0-0 4-0-0 7-11-15 4-0-0 0-6-142-6-80-1-80-6-140-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 5 4 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 76 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=5-10-14, 4=5-10-14, 6=5-10-14 Max Horz 2=-28(LC 10) Max Uplift 2=-34(LC 12), 4=-38(LC 13) Max Grav 2=503(LC 1), 4=503(LC 1), 6=418(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-283/79, 3-4=-283/80 WEBS 3-6=-369/92 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-8 to 3-5-8, Interior(1) 3-5-8 to 4-0-0, Exterior(2R) 4-0-0 to 6-11-7, Interior(1) 6-11-7 to 7-6-7 zone; 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 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-190(F=-150), 3-5=-190(F=-150), 2-4=-13 March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss PBE01 Truss Type GABLE Qty 2 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815748 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:30:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-GYe4YNDeFS6_MUNe2dTWp_dP8cKBosWG3RzyqQzVULz Scale = 1:17.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 10 9 8 4x6 2x4 2x42x4 2x4 2x4 2x4 2x4 7-11-15 7-11-15 4-0-0 4-0-0 7-11-15 4-0-0 0-4-72-6-80-1-80-4-70-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.03 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 6 6 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 41 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 6-6-2. (lb) - Max Horz 2=-44(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-11 to 3-3-11, Interior(1) 3-3-11 to 4-0-0, Exterior(2R) 4-0-0 to 7-3-1, Interior(1) 7-3-1 to 7-8-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 10, 8. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss T01 Truss Type Common Qty 1 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815749 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:30:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-kkCSmjDG0mEq_eyqbK?lLCATn0ZYXHJQI5jWMszVULy Scale = 1:38.4 1 2 3 4 5 6 7 89 10 4x6 3x12 4x6 4x6 3x12 4x6 4x6 2x4 6-3-8 6-3-8 12-7-0 6-3-8 -1-2-8 1-2-8 6-3-8 6-3-8 12-7-0 6-3-8 13-9-8 1-2-8 1-0-06-2-151-0-010.00 12 Plate Offsets (X,Y)-- [2:0-7-7,Edge], [6:0-7-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.49 0.47 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 0.01 -0.02 (loc) 6-8 6-8 6 2-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 58 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 4-2-8, Right 2x6 SPF No.2 4-2-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 6=0-3-8 Max Horz 2=112(LC 11) Max Uplift 2=-5(LC 12), 6=-5(LC 13) Max Grav 2=647(LC 19), 6=647(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-599/59, 4-6=-599/59 BOT CHORD 2-8=0/399, 6-8=0/399 WEBS 4-8=0/377 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 6-3-8, Exterior(2R) 6-3-8 to 9-3-8, Interior(1) 9-3-8 to 13-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss T02 Truss Type Common Qty 2 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815750 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:30:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-Cxlqz3Eum4MhcoX192W_uPjgkQsvGeZZXlS3uJzVULx Scale = 1:63.0 1 2 3 4 5 6 9 8 7 10 11 2x4 4x6 4x10 4x6 4x6 3x8 3x8 3x6 2x4 3x6 7-7-10 7-7-10 18-4-0 10-8-6 2-5-3 2-5-3 7-7-10 5-2-7 12-10-1 5-2-7 18-4-0 5-5-15 3-6-109-11-01-0-010.00 12 Plate Offsets (X,Y)-- [6:0-7-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.65 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.62 0.01 0.01 (loc) 6-7 6-7 6 6-7 l/defl >585 >353 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 88 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 3-7: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 3-8-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 9=0-3-8 Max Horz 9=-204(LC 10) Max Grav 6=819(LC 20), 9=808(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-647/88, 3-4=-653/78, 4-6=-850/49 BOT CHORD 7-9=-73/413, 6-7=0/589 WEBS 3-7=-26/444, 4-7=-273/167, 2-9=-769/55 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-7-10, Exterior(2R) 7-7-10 to 10-7-10, Interior(1) 10-7-10 to 18-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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, with BCDL = 10.0psf. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss T03 Truss Type COMMON Qty 4 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815751 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:30:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-g7JCBPFXXNUYDx6Djl1DQdFjmqHO?BTilPCcQlzVULw Scale = 1:44.3 1 2 3 4 5 8 7 6 4x6 3x4 3x44x8 6x8 6x8 7-2-0 7-2-0 14-4-0 7-2-0 -0-10-8 0-10-8 7-2-0 7-2-0 14-4-0 7-2-0 15-2-8 0-10-8 1-2-07-1-111-2-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.84 0.38 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.10 0.01 0.00 (loc) 7-8 7-8 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 62 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=0-3-8, 6=0-3-8 Max Horz 8=146(LC 11) Max Uplift 8=-1(LC 12), 6=-1(LC 13) Max Grav 8=623(LC 1), 6=623(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-561/57, 3-4=-561/57, 2-8=-561/77, 4-6=-561/77 BOT CHORD 7-8=-179/388, 6-7=-122/285 WEBS 3-7=0/292 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 7-2-0, Exterior(2R) 7-2-0 to 10-2-0, Interior(1) 10-2-0 to 15-2-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) The Fabrication Tolerance at joint 2 = 8%, joint 4 = 8% 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) 8, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss T04 Truss Type Piggyback Base Qty 9 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815752 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:31:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-8JtbOkG9IhcPr5hPHSYSzqowFEV6kXZs_3xAzBzVULv Scale = 1:73.0 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 3x6 5x10 MT18HS 5x10 MT18HS 2x4 4x6 3x4 3x6 3x8 3x4 3x8 3x8 6x8 3x6 7-3-4 7-3-4 14-3-0 6-11-12 22-2-15 7-11-15 30-2-0 7-11-1 -0-10-8 0-10-8 7-3-4 7-3-4 14-3-0 6-11-12 22-2-15 7-11-15 26-0-12 3-9-12 30-2-0 4-1-4 2-0-011-6-06-2-1011-6-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-7-8,0-1-12], [6:0-7-12,0-2-0], [13:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.79 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.30 0.03 0.03 (loc) 9-10 9-10 9 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 167 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-13,2-14,2-13,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 5-10, 6-10, 7-9 REACTIONS. (size) 14=0-3-8, 9=Mechanical Max Horz 14=195(LC 9) Max Uplift 14=-12(LC 12) Max Grav 14=1402(LC 19), 9=1378(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1527/36, 4-5=-1232/91, 5-6=-748/86, 6-7=-941/76, 2-14=-1291/48 BOT CHORD 12-13=-130/1269, 10-12=-33/955, 9-10=0/529 WEBS 4-12=-438/132, 5-12=-5/604, 5-10=-400/86, 6-10=-16/254, 7-10=-21/538, 2-13=0/1107, 7-9=-1242/5 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-11, Interior(1) 2-1-11 to 14-3-0, Exterior(2R) 14-3-0 to 17-3-3, Interior(1) 17-3-3 to 22-2-15, Exterior(2R) 22-2-15 to 25-3-3, Interior(1) 25-3-3 to 30-0-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 Belfor USA Group - Isaac Residence Job Reference (optional) I40815753 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:31:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-cWRzc4Hn3?kGTFGcqA3hW2L4Idy9Two?DjhjVdzVULu Scale = 1:58.4 1 2 3 4 5 9 8 7 610 11 12 13 14 15 16 17 18 2x4 4x8 6x8 12x12 4x10 4x10 3x126x6 10x10 7-7-10 7-7-10 12-10-1 5-2-7 18-4-0 5-5-15 2-5-3 2-5-3 7-7-10 5-2-7 12-10-1 5-2-7 18-4-0 5-5-15 3-6-109-11-01-0-010.00 12 Plate Offsets (X,Y)-- [5:0-0-2,Edge], [5:0-5-0,0-1-13], [5:0-1-7,0-0-0], [6:0-7-8,0-1-8], [8:0-6-0,0-8-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.78 0.36 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.14 0.01 0.01 (loc) 8-9 8-9 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 277 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-8: 2x4 SPF No.2 WEDGE Right: 2x10 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 9=0-3-8, 5=0-3-8 Max Horz 9=-197(LC 6) Max Grav 9=6670(LC 2), 5=6811(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4656/0, 3-4=-4663/0, 4-5=-7086/0 BOT CHORD 8-9=0/2030, 6-8=0/5129, 5-6=0/5129 WEBS 2-8=0/2059, 3-8=0/5591, 4-8=-2245/0, 4-6=0/3142, 2-9=-4793/0 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 0-7-0 oc. Bottom chords connected as follows: 2x10 - 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) The Fabrication Tolerance at joint 5 = 8% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1358 lb down at 1-3-4, 1358 lb down at 3-3-4, 1358 lb down at 5-3-4, 1358 lb down at 7-3-4, 1358 lb down at 9-3-4, 1358 lb down at 11-3-4, 1358 lb down at 13-3-4, and 1358 lb down at 15-3-4, and 1358 lb down at 17-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 Belfor USA Group - Isaac Residence Job Reference (optional) I40815753 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:31:02 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-4i?LpQHPqIt75PqoOtaw2FtF21IOCN29RNQH14zVULt LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-9=-20 Concentrated Loads (lb) Vert: 10=-1174(B) 11=-1174(B) 12=-1174(B) 13=-1174(B) 14=-1174(B) 15=-1174(B) 16=-1174(B) 17=-1174(B) 18=-1174(B) 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 Belfor USA Group - Isaac Residence Job Reference (optional) I40815754 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:31:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-ZuZj1mI1bc?_iZP_yb59bSQPbRbsxw6Ig1AqZWzVULs Scale = 1:43.8 1 2 3 4 5 6 7 89 10 11 12 13 14 15 16 5x12 3x4 4x6 5x12 3x4 10x10 2x42x4 7-2-0 7-2-0 14-4-0 7-2-0 3-8-12 3-8-12 7-2-0 3-5-4 10-7-4 3-5-4 14-4-0 3-8-12 1-2-07-1-111-2-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.85 0.54 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.19 0.01 0.07 (loc) 1-8 1-8 7 1-8 l/defl >999 >904 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 162 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-8: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-6-12, Right 2x6 SPF No.2 2-6-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-3-8, 7=0-3-8 Max Horz 1=-121(LC 4) Max Uplift 1=-17(LC 8) Max Grav 1=3920(LC 1), 7=3015(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-3547/19, 3-4=-3417/43, 4-5=-3400/39, 5-7=-3549/0 BOT CHORD 1-8=-25/2555, 7-8=0/2450 WEBS 4-8=0/3998, 5-8=-135/337 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: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 596 lb down and 15 lb up at 1-0-12, 596 lb down and 15 lb up at 2-4-12, 596 lb down and 15 lb up at 3-8-12, 596 lb down and 15 lb up at 5-0-12, 596 lb down and 15 lb up at 6-4-12, 1817 lb down and 183 lb up at 7-2-0, 398 lb down at 8-3-12, and 398 lb down at 10-3-12, and 398 lb down at 12-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 Belfor USA Group - Isaac Residence Job Reference (optional) I40815754 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:31:03 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-ZuZj1mI1bc?_iZP_yb59bSQPbRbsxw6Ig1AqZWzVULs LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 1-7=-20 Concentrated Loads (lb) Vert: 8=-1618(F) 9=-596(F) 10=-596(F) 11=-596(F) 12=-596(F) 13=-596(F) 14=-398(F) 15=-398(F) 16=-398(F) 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss TG03 Truss Type Flat Girder Qty 1 Ply 2 Belfor USA Group - Isaac Residence Job Reference (optional) I40815755 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:31:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-1575E6JfMw7rKj_BWIdO7gzlYr0IgTHSvhvN6yzVULr Scale: 1/4"=1' 1 2 3 6 5 4 7 8 9 10 11 12 13 2x4 3x4 2x43x8 2x4 3x4 4-9-4 4-9-4 9-6-8 4-9-4 4-9-4 4-9-4 9-6-8 4-9-4 8-0-11LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.14 0.20 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 0.00 0.01 (loc) 5-6 5-6 4 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 138 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-5,3-5: 2x4 SPF No.2 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. WEBS 1 Row at midpt 1-6, 3-4 REACTIONS. (size) 6=Mechanical, 4=Mechanical Max Uplift 6=-286(LC 4), 4=-306(LC 4) Max Grav 6=1322(LC 1), 4=1411(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-888/196, 1-2=-473/102, 2-3=-473/102, 3-4=-889/197 WEBS 1-5=-194/902, 2-5=-325/95, 3-5=-194/904 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: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=286, 4=306. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Load case(s) 2, 14, 15, 16, 17, 18, 31, 32, 33, 34 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 399 lb down and 119 lb up at 1-0-4, 398 lb down and 120 lb up at 3-0-4, 398 lb down and 120 lb up at 5-0-4, and 398 lb down and 120 lb up at 7-0-4, and 402 lb down and 113 lb up at 9-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Except: Continued on page 2 March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss TG03 Truss Type Flat Girder Qty 1 Ply 2 Belfor USA Group - Isaac Residence Job Reference (optional) I40815755 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:31:04 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-1575E6JfMw7rKj_BWIdO7gzlYr0IgTHSvhvN6yzVULr LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 5=-398(B) 9=-399(B) 11=-398(B) 12=-398(B) 13=-402(B) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-50, 6-10=-50, 10-12=-35, 4-12=-50 Concentrated Loads (lb) Vert: 5=-345(B) 9=-347(B) 11=-345(B) 12=-345(B) 13=-350(B) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=16, 4-6=-12 Concentrated Loads (lb) Vert: 5=112(B) 9=111(B) 11=112(B) 12=112(B) 13=108(B) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=16, 4-6=-12 Concentrated Loads (lb) Vert: 5=112(B) 9=111(B) 11=112(B) 12=112(B) 13=108(B) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-6=-20 Concentrated Loads (lb) Vert: 5=120(B) 9=119(B) 11=120(B) 12=120(B) 13=113(B) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-6=-20 Concentrated Loads (lb) Vert: 5=120(B) 9=119(B) 11=120(B) 12=120(B) 13=113(B) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=16, 3-8=8, 4-6=-12 Concentrated Loads (lb) Vert: 5=112(B) 9=111(B) 11=112(B) 12=112(B) 13=108(B) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=8, 3-7=16, 4-6=-12 Concentrated Loads (lb) Vert: 5=112(B) 9=111(B) 11=112(B) 12=112(B) 13=108(B) 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=8, 4-6=-12 Concentrated Loads (lb) Vert: 5=112(B) 9=111(B) 11=112(B) 12=112(B) 13=108(B) 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=8, 4-6=-12 Concentrated Loads (lb) Vert: 5=112(B) 9=111(B) 11=112(B) 12=112(B) 13=108(B) 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 3-8=-9, 4-6=-20 Concentrated Loads (lb) Vert: 5=120(B) 9=119(B) 11=120(B) 12=120(B) 13=113(B) 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-9, 4-6=-20 Concentrated Loads (lb) Vert: 5=120(B) 9=119(B) 11=120(B) 12=120(B) 13=113(B) 14) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 6-10=-60, 10-12=-40, 4-12=-60 Concentrated Loads (lb) Vert: 5=-189(B) 9=-190(B) 11=-189(B) 12=-189(B) 13=-194(B) 15) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-35, 6-10=-50, 10-12=-35, 4-12=-50 Concentrated Loads (lb) Vert: 5=64(B) 9=62(B) 11=64(B) 12=64(B) 13=57(B) 16) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-35, 6-10=-50, 10-12=-35, 4-12=-50 Continued on page 3 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss TG03 Truss Type Flat Girder Qty 1 Ply 2 Belfor USA Group - Isaac Residence Job Reference (optional) I40815755 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:31:04 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-1575E6JfMw7rKj_BWIdO7gzlYr0IgTHSvhvN6yzVULr LOAD CASE(S) Standard Except: Concentrated Loads (lb) Vert: 5=64(B) 9=62(B) 11=64(B) 12=64(B) 13=57(B) 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-35, 3-8=-41, 6-10=-50, 10-12=-35, 4-12=-50 Concentrated Loads (lb) Vert: 5=64(B) 9=62(B) 11=64(B) 12=64(B) 13=57(B) 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-41, 3-7=-35, 6-10=-50, 10-12=-35, 4-12=-50 Concentrated Loads (lb) Vert: 5=64(B) 9=62(B) 11=64(B) 12=64(B) 13=57(B) 21) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=16, 4-6=-12 Concentrated Loads (lb) Vert: 5=-278(B) 9=-279(B) 11=-278(B) 12=-278(B) 13=-281(B) 22) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=16, 4-6=-12 Concentrated Loads (lb) Vert: 5=-278(B) 9=-279(B) 11=-278(B) 12=-278(B) 13=-281(B) 23) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-6=-20 Concentrated Loads (lb) Vert: 5=-270(B) 9=-271(B) 11=-270(B) 12=-270(B) 13=-276(B) 24) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-6=-20 Concentrated Loads (lb) Vert: 5=-270(B) 9=-271(B) 11=-270(B) 12=-270(B) 13=-276(B) 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=16, 3-8=8, 4-6=-12 Concentrated Loads (lb) Vert: 5=-278(B) 9=-279(B) 11=-278(B) 12=-278(B) 13=-281(B) 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=8, 3-7=16, 4-6=-12 Concentrated Loads (lb) Vert: 5=-278(B) 9=-279(B) 11=-278(B) 12=-278(B) 13=-281(B) 27) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=8, 4-6=-12 Concentrated Loads (lb) Vert: 5=-278(B) 9=-279(B) 11=-278(B) 12=-278(B) 13=-281(B) 28) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=8, 4-6=-12 Concentrated Loads (lb) Vert: 5=-278(B) 9=-279(B) 11=-278(B) 12=-278(B) 13=-281(B) 29) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 3-8=-9, 4-6=-20 Concentrated Loads (lb) Vert: 5=-270(B) 9=-271(B) 11=-270(B) 12=-270(B) 13=-276(B) 30) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-9, 4-6=-20 Concentrated Loads (lb) Vert: 5=-270(B) 9=-271(B) 11=-270(B) 12=-270(B) 13=-276(B) 31) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-35, 6-10=-50, 10-12=-35, 4-12=-50 Concentrated Loads (lb) Vert: 5=-367(B) 9=-368(B) 11=-367(B) 12=-367(B) 13=-372(B) 32) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-35, 6-10=-50, 10-12=-35, 4-12=-50 Concentrated Loads (lb) Vert: 5=-367(B) 9=-368(B) 11=-367(B) 12=-367(B) 13=-372(B) Continued on page 4 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss TG03 Truss Type Flat Girder Qty 1 Ply 2 Belfor USA Group - Isaac Residence Job Reference (optional) I40815755 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:31:04 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-1575E6JfMw7rKj_BWIdO7gzlYr0IgTHSvhvN6yzVULr LOAD CASE(S) 33) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-35, 3-8=-41, 6-10=-50, 10-12=-35, 4-12=-50 Concentrated Loads (lb) Vert: 5=-367(B) 9=-368(B) 11=-367(B) 12=-367(B) 13=-372(B) 34) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-41, 3-7=-35, 6-10=-50, 10-12=-35, 4-12=-50 Concentrated Loads (lb) Vert: 5=-367(B) 9=-368(B) 11=-367(B) 12=-367(B) 13=-372(B) 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss V01 Truss Type Valley Qty 1 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815756 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:31:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-VHhURSKI7DFiysZN308dgtVmdFIgPxFb8LfxePzVULq Scale = 1:19.8 1 2 3 2x4 2x4 2x4 5-1-4 5-1-4 0-0-43-4-138.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.75 0.45 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-0-14, 3=5-0-14 Max Horz 1=84(LC 12) Max Uplift 3=-37(LC 12) Max Grav 1=179(LC 1), 3=181(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 4-11-8 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss V02 Truss Type Valley Qty 1 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815757 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:31:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-zTEsfoKwuXNZZ08ZdjfsD5249ekk8OVkM?OUArzVULp Scale = 1:11.6 1 2 3 2x4 2x4 2x4 2-7-4 2-7-4 0-0-41-8-138.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-6-14, 3=2-6-14 Max Horz 1=37(LC 12) Max Uplift 3=-16(LC 12) Max Grav 1=79(LC 1), 3=80(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss V03 Truss Type Valley Qty 1 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815758 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:31:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-zTEsfoKwuXNZZ08ZdjfsD521Yek98NCkM?OUArzVULp Scale = 1:30.8 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 11-7-9 11-7-4 5-9-12 5-9-12 11-7-9 5-9-12 0-0-44-10-20-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.36 0.11 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 11-6-15. (lb) - Max Horz 1=81(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=304(LC 19), 6=303(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 5-9-12, Exterior(2R) 5-9-12 to 8-9-12, Interior(1) 8-9-12 to 11-2-11 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 1, 5, 8, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss V04 Truss Type Valley Qty 1 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815759 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:31:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-RgoEs8LYfrVQBAjlBRA5lIaC222_trsubf81iHzVULo Scale: 1/2"=1' 1 2 3 4 3x4 4x6 3x42x4 0-0-5 0-0-5 8-5-2 8-4-13 4-2-9 4-2-9 8-5-2 4-2-9 0-0-43-6-20-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.37 0.14 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=8-4-9, 3=8-4-9, 4=8-4-9 Max Horz 1=57(LC 9) Max Uplift 1=-6(LC 12), 3=-12(LC 13) Max Grav 1=161(LC 1), 3=161(LC 1), 4=288(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 4-2-9, Exterior(2R) 4-2-9 to 7-2-9, Interior(1) 7-2-9 to 8-0-5 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss V05 Truss Type Valley Qty 1 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815760 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:31:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-vsMc4UMAQ8dHpKIyl8hKIW7Q2SPycIc1qJtbFjzVULn Scale = 1:16.2 1 2 3 4 2x4 4x6 2x42x4 0-0-5 0-0-5 5-2-12 5-2-7 2-7-6 2-7-6 5-2-12 2-7-6 0-0-42-2-20-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.09 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-2-2, 3=5-2-2, 4=5-2-2 Max Horz 1=-33(LC 8) Max Uplift 1=-8(LC 13), 3=-12(LC 13) Max Grav 1=101(LC 1), 3=101(LC 1), 4=153(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss V06 Truss Type Valley Qty 1 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815761 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:31:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-N2w_HpNoBSl7QUt8IrCZqjgdAsm9LlFB2zd8nAzVULm Scale = 1:7.0 1 2 3 2x4 3x4 2x4 0-0-5 0-0-5 2-0-5 2-0-1 1-0-3 1-0-3 2-0-5 1-0-3 0-0-40-10-20-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.01 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=1-11-12, 3=1-11-12 Max Horz 1=-9(LC 8) Max Grav 1=49(LC 1), 3=49(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss V07 Truss Type Valley Qty 1 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815762 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:31:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-rEUNV9NQymt_2eSKsZjoNxClqG524C1KHdMiJczVULl Scale = 1:17.4 1 2 3 4 2x4 4x6 2x42x4 0-0-5 0-0-5 5-9-3 5-8-14 2-10-9 2-10-9 5-9-3 2-10-9 0-0-42-4-130-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.12 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-8-9, 3=5-8-9, 4=5-8-9 Max Horz 1=-37(LC 8) Max Uplift 1=-9(LC 13), 3=-14(LC 13) Max Grav 1=113(LC 1), 3=113(LC 1), 4=171(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss V08 Truss Type Valley Qty 1 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815763 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:31:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-rEUNV9NQymt_2eSKsZjoNxCokG5s4CUKHdMiJczVULl Scale = 1:8.1 1 2 3 2x4 3x4 2x4 0-0-5 0-0-5 2-6-12 2-6-7 1-3-6 1-3-6 2-6-12 1-3-6 0-0-41-0-130-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-6-3, 3=2-6-3 Max Horz 1=13(LC 11) Max Grav 1=70(LC 1), 3=70(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 31,2020 04/10/20 Mike Sheeks 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000918 Truss V09 Truss Type Valley Qty 1 Ply 1 Belfor USA Group - Isaac Residence Job Reference (optional) I40815764 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Mar 31 07:31:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:OMz68xOxRIec6rlWTTljq2zossh-KR2liVO2j3?rgn0XQGF1w8lyZfSJpekTWH6Fr2zVULk Scale = 1:10.4 1 2 3 2x4 2x4 2x4 2-3-2 2-3-2 0-0-41-6-28.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-2-12, 3=2-2-12 Max Horz 1=31(LC 12) Max Uplift 3=-14(LC 12) Max Grav 1=65(LC 1), 3=66(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 31,2020 04/10/20 Mike Sheeks 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 platewidth measured perpendicularto 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.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge 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.W4 - 6 W3-6W3 -7 W2-7W1-7C1-8 C5-6C6-7C7-8 C4-5 C3-4C2-3C1-2 TOP CHORD TOP CHORD 8 7 6 54321 BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates therequired direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1" 4/3PLATE LOCATION AND ORIENTATIONSymbols Numbering System General 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.6-4-8 WEBS Trusses are designed for wind loads in the plane of thetruss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1section 6.3 These truss designs rely on lumber valuesestablished by others.dimensions shown in ft-in-sixteenths04/10/20 Mike Sheeks