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HomeMy WebLinkAboutGN010.0 - TRUSS DRAWINGS16023 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 Timberland Home Center-Brazil, IN. September 3,2019 Liu, Xuegang Pages or sheets covered by this seal: I38380481 thru I38380601 My license renewal date for the state of Indiana is July 31, 2020. 19-4408A WF98 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss A1 Truss Type Roof Special Qty 1 Ply 1 WF98 Job Reference (optional) I38380481 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:02 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-xIsr?hoFDFJaUl9aI9V9nUxBuVE?Yuz8biwqTmyiOHB Scale = 1:77.7 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 26 27 28 29 30 31 32 3x6 5x8 3x6 6x8 5x6 2x4 4x6 5x12 MT20HS 5x6 5x6 3x6 3x4 2x4 2x4 4x8 3x4 3x4 5x8 4x6 3x6 8-4-128-4-12 16-6-18-1-5 24-7-58-1-4 33-0-98-5-4 41-0-98-0-0 -1-0-8 1-0-8 5-0-10 5-0-10 9-9-12 4-9-2 16-4-2 6-6-6 22-10-8 6-6-6 29-4-14 6-6-6 33-0-9 3-7-12 36-11-4 3-10-10 41-0-9 4-1-5 1-2-07-4-110-11-127-4-110-11-1212.00 12 Plate Offsets (X,Y)-- [6:0-5-4,0-2-0], [10:0-6-4,0-1-12], [11:0-2-8,0-2-8], [12:0-3-0,0-1-8], [15:0-4-0,0-2-4], [17:0-1-8,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.79 0.86 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.46 0.11 (loc) 15-17 15-17 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 243 lb FT = 20% GRIP 169/123 127/93 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 - 3-9-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-13 max.): 6-10, 11-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-18, 9-18, 9-17, 11-15, 12-14 REACTIONS.(lb/size)14=1635/Mechanical, 2=1699/0-3-8 Max Horz 2=267(LC 11) Max Uplift 14=-244(LC 8), 2=-162(LC 8) Max Grav 14=1760(LC 2), 2=1799(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2094/308, 4-6=-1896/375, 6-7=-1670/349, 7-9=-1665/347, 9-10=-1661/329, 10-11=-2376/419, 11-12=-1619/242 BOT CHORD 2-20=-308/1311, 18-20=-234/1251, 17-18=-273/1703, 15-17=-209/1381, 14-15=-149/900 WEBS 6-20=-132/431, 6-18=-187/834, 7-18=-413/154, 9-17=-427/174, 10-17=-134/728, 10-15=-154/820, 11-15=-1806/357, 12-15=-198/1531, 12-14=-1813/304 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 3-0-13, Interior(1) 3-0-13 to 9-9-12, Exterior(2) 9-9-12 to 13-11-2, Interior(1) 13-11-2 to 29-4-14, Exterior(2) 29-4-14 to 33-0-9, Interior(1) 33-0-9 to 40-10-13 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 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. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 244 lb uplift at joint 14. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss A2 Truss Type Piggyback Base Qty 1 Ply 1 WF98 Job Reference (optional) I38380482 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:03 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-PVQEC1ou_ZRQ6vkmrt0OKhTM0uYXHImHqMgN?CyiOHA Scale = 1:82.9 12 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 30 8x8 5x6 5x6 3x6 8x8 5x6 3x4 4x6 3x6 4x6 3x10 3x4 2x4 3x10 4x4 2x4 4x6 4x8 4x6 5-9-125-9-12 15-1-69-3-10 24-4-159-3-9 33-8-89-3-9 43-2-139-6-5 -1-0-8 1-0-8 2-9-12 2-9-12 5-9-12 3-0-0 10-10-0 5-0-4 17-4-3 6-6-3 23-10-7 6-6-3 30-4-10 6-6-3 37-8-9 7-3-15 43-2-13 5-6-3 3-2-05-11-123-8-111-0-03-8-111-0-012.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-1-12], [5:0-2-8,Edge], [9:0-6-4,0-1-12], [15:0-2-12,0-1-8], [19:0-2-8,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.83 0.97 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.57 0.13 (loc) 13-15 13-15 12 l/defl >999 >900 n/a L/d 240 180 n/a PLATES MT20 Weight: 244 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-10: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-11-12 max.): 3-4, 5-9, 10-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 12-13. WEBS 1 Row at midpt 4-17, 6-17, 8-15, 10-12, 3-20 REACTIONS.(lb/size)12=1717/Mechanical, 20=1790/0-3-8 Max Horz 20=-216(LC 9) Max Uplift 12=-188(LC 12), 20=-186(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1520/305, 4-5=-1843/367, 5-6=-1635/375, 6-8=-1816/399, 8-9=-1800/393, 9-10=-2621/450 BOT CHORD 19-20=-223/791, 17-19=-289/1553, 15-17=-282/1730, 13-15=-184/1494, 12-13=-418/2453 WEBS 3-19=-235/1672, 4-19=-1277/262, 4-17=-394/160, 5-17=-151/1030, 6-17=-569/203, 8-15=-405/159, 9-15=-171/701, 9-13=-114/906, 10-13=-940/265, 10-12=-2853/493, 3-20=-1768/197 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 5-9-12, Interior(1) 5-9-12 to 10-10-0, Exterior(2) 10-10-0 to 15-1-15 , Interior(1) 15-1-15 to 30-4-10, Exterior(2) 30-4-10 to 34-8-10, Interior(1) 34-8-10 to 43-1-1 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 188 lb uplift at joint 12. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 20. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss A3 Truss Type Piggyback Base Qty 1 Ply 1 WF98 Job Reference (optional) I38380483 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:04 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-thzcQNpWltZHj2JyPaXdsv0bIIvt0iDR30PxYeyiOH9 Scale = 1:83.4 12 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 8x8 5x6 5x8 3x6 5x6 8x10 3x4 3x10 3x6 5x8 4x8 2x4 3x4 3x10 4x4 4x4 2x4 3x4 3x6 3x6 3x6 8-11-78-11-7 17-7-68-7-15 26-3-58-7-15 34-11-48-7-15 39-5-114-6-7 43-9-154-4-4 -1-0-8 1-0-8 4-9-12 4-9-12 7-9-12 3-0-0 10-10-0 3-0-4 17-4-3 6-6-3 23-10-7 6-6-3 30-4-10 6-6-3 34-11-2 4-6-8 39-5-11 4-6-8 43-9-15 4-4-4 3-2-07-11-121-11-011-0-01-11-011-0-012.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [3:0-6-4,0-1-12], [4:0-2-8,Edge], [5:0-5-4,0-2-0], [9:0-2-8,Edge], [10:0-1-0,0-2-0], [11:0-6-8,Edge], [15:0-2-0,0-1-12], [21:0-2-12,0-2-4] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.54 0.90 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.66 0.15 (loc) 17-19 17-19 13 l/defl >999 >786 n/a L/d 240 180 n/a PLATES MT20 Weight: 259 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 20-22,13-16: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-12 max.): 3-4, 5-9, 11-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 6-19, 8-19, 8-17, 10-17, 11-13, 3-22 REACTIONS.(lb/size)13=1740/Mechanical, 22=1814/0-3-8 Max Horz 22=-232(LC 9) Max Uplift 13=-192(LC 12), 22=-189(LC 11) Max Grav 13=1740(LC 1), 22=1907(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-268/217, 3-4=-1748/351, 4-5=-2156/481, 5-6=-1834/409, 6-8=-1825/406, 8-9=-1785/393, 9-10=-2006/401, 10-11=-2994/474, 2-22=-333/207 BOT CHORD 21-22=-228/999, 19-21=-239/1403, 17-19=-251/1849, 15-17=-281/2088, 14-15=-646/4116, 13-14=-643/4113 WEBS 3-21=-198/1579, 4-21=-1628/379, 5-21=-171/627, 5-19=-187/852, 6-19=-412/152, 8-17=-419/197, 9-17=-189/1181, 10-17=-917/242, 10-15=-90/973, 11-15=-2174/387, 11-13=-4292/668, 3-22=-1791/233 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 3-4-3, Interior(1) 3-4-3 to 4-9-12, Exterior(2) 4-9-12 to 7-9-12, Interior(1) 7-9-12 to 10-10-0, Exterior(2) 10-10-0 to 15-2-11, Interior(1) 15-2-11 to 30-4-10, Exterior(2) 30-4-10 to 34-11-2, Interior(1) 34-11-2 to 43-8-3 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 192 lb uplift at joint 13. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 22. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss A4 Truss Type Piggyback Base Qty 1 Ply 1 WF98 Job Reference (optional) I38380484 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:06 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-p35Mq3rmGUq?zMTLX?Z5yK5s_6bkTcOkWKu1cXyiOH7 Scale = 1:72.0 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 25 26 27 28 29 30 3x6 5x6 3x6 5x6 5x6 2x4 5x12 MT20HS 5x6 5x6 4x6 3x10 2x4 3x4 3x4 3x4 3x10 4x6 4x8 9-10-09-10-0 19-3-159-5-15 28-9-159-6-0 38-7-69-9-7 -1-0-8 1-0-8 5-0-12 5-0-12 9-10-0 4-9-4 17-4-3 7-6-3 24-10-7 7-6-3 32-4-10 7-6-3 37-0-10 4-8-0 38-7-6 1-6-12 1-2-06-4-011-0-05-4-1511-0-012.00 12 7.07 12 Plate Offsets (X,Y)-- [6:0-2-8,Edge], [10:0-2-8,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.84 0.94 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.58 0.08 (loc) 14-16 2-18 13 l/defl >999 >798 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 218 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 -H 3-10-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-14 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-18, 7-16, 9-14 REACTIONS.(lb/size)2=1602/0-3-8, 13=1538/Mechanical Max Horz 2=234(LC 11) Max Uplift 2=-159(LC 11), 13=-168(LC 7) Max Grav 2=1668(LC 2), 13=1629(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1889/299, 4-6=-1689/338, 6-7=-1168/292, 7-9=-1513/326, 9-10=-1120/264, 10-11=-1362/268 BOT CHORD 2-18=-281/1183, 16-18=-282/1496, 14-16=-244/1367, 13-14=-63/361 WEBS 6-18=-120/840, 7-18=-631/203, 9-16=-44/336, 9-14=-744/231, 10-14=-82/667, 11-14=-131/683, 11-13=-1473/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 2-9-13, Interior(1) 2-9-13 to 9-10-0, Exterior(2) 9-10-0 to 13-8-5, Interior(1) 13-8-5 to 32-4-10, Exterior(2) 32-4-10 to 36-3-0, Interior(1) 36-3-0 to 38-5-10 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 lb uplift at joint 13. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss A5 Truss Type Piggyback Base Qty 1 Ply 1 WF98 Job Reference (optional) I38380485 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:07 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-IGfk2PsO1oysaW2X4j5KUXe2IWxzC98tl_eb9zyiOH6 Scale = 1:71.2 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 3x6 5x6 3x6 5x6 5x6 2x4 6x12 MT20HS 5x6 5x6 3x10 3x10 2x4 3x4 3x4 3x4 3x10 4x6 3x10 9-10-09-10-0 19-0-19-2-1 28-2-39-2-2 37-7-129-5-9 -1-0-8 1-0-8 5-0-12 5-0-12 9-10-0 4-9-4 17-4-3 7-6-3 24-10-7 7-6-3 32-4-10 7-6-3 35-7-15 3-3-5 37-7-12 1-11-13 1-2-07-8-1111-0-06-6-1011-0-012.00 12 7.07 12 Plate Offsets (X,Y)-- [6:0-2-8,Edge], [10:0-2-8,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.81 0.94 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.51 0.08 (loc) 2-18 2-18 13 l/defl >999 >877 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 219 lb FT = 20% GRIP 169/123 127/93 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF-S 1650F 1.6E *Except* 15-17: 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 -H 3-10-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-4 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-18, 7-16, 9-14, 11-13 REACTIONS.(lb/size)2=1694/0-3-8, 13=1520/Mechanical Max Horz 2=254(LC 11) Max Uplift 2=-153(LC 11), 13=-173(LC 7) Max Grav 2=1791(LC 2), 13=1643(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2048/284, 4-6=-1783/323, 6-7=-1199/281, 7-9=-1489/309, 9-10=-1098/243, 10-11=-1249/251 BOT CHORD 2-18=-276/1285, 16-18=-274/1485, 14-16=-233/1315, 13-14=-61/372 WEBS 6-18=-110/855, 7-18=-556/193, 9-16=-52/376, 9-14=-775/232, 10-14=-73/645, 11-14=-135/689, 11-13=-1460/260 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 2-8-11, Interior(1) 2-8-11 to 9-10-0, Exterior(2) 9-10-0 to 13-7-3, Interior(1) 13-7-3 to 32-4-10, Exterior(2) 32-4-10 to 35-7-15, Interior(1) 35-7-15 to 37-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 173 lb uplift at joint 13. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 9) Load case(s) 1, 2, 18, 19, 20, 21, 22, 23, 24, 25, 40, 41, 42, 43 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss A5 Truss Type Piggyback Base Qty 1 Ply 1 WF98 Job Reference (optional) I38380485 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:07 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-IGfk2PsO1oysaW2X4j5KUXe2IWxzC98tl_eb9zyiOH6 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-21=-60, 21-23=-100, 6-23=-60, 6-10=-60, 10-11=-60, 11-12=-60, 2-13=-20 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-19=-50, 6-23=-50, 6-10=-50, 10-11=-50, 11-12=-50, 2-26=-20, 26-27=-50, 27-28=-20, 28-29=-50, 29-30=-20, 30-31=-50, 31-32=-20, 32-33=-50, 13-33=-20 Trapezoidal Loads (plf) Vert: 19=-50-to-21=-58, 21=-88-to-23=-110 18) 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: 1-2=-55, 2-19=-58, 6-23=-58, 6-10=-34, 10-11=-44, 11-12=-44, 2-26=-20, 26-27=-50, 27-28=-20, 28-29=-50, 29-30=-20, 30-31=-50, 31-32=-20, 32-33=-50, 13-33=-20 Horz: 1-2=5, 2-6=8, 10-11=6, 11-12=6 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 19=-58-to-21=-66, 21=-96-to-23=-118 19) 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: 1-2=-40, 2-19=-44, 6-23=-44, 6-10=-34, 10-11=-58, 11-12=-58, 2-26=-20, 26-27=-50, 27-28=-20, 28-29=-50, 29-30=-20, 30-31=-50, 31-32=-20, 32-33=-50, 13-33=-20 Horz: 1-2=-10, 2-6=-6, 10-11=-8, 11-12=-8 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 19=-44-to-21=-51, 21=-81-to-23=-104 20) 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: 1-2=-31, 2-19=-34, 6-23=-34, 6-10=-44, 10-11=-44, 11-12=-44, 2-26=-20, 26-27=-50, 27-28=-20, 28-29=-50, 29-30=-20, 30-31=-50, 31-32=-20, 32-33=-50, 13-33=-20 Horz: 1-2=-19, 2-6=-16, 10-11=6, 11-12=6 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 19=-34-to-21=-41, 21=-71-to-23=-94 21) 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: 1-2=-40, 2-19=-44, 6-23=-44, 6-10=-44, 10-11=-34, 11-12=-34, 2-26=-20, 26-27=-50, 27-28=-20, 28-29=-50, 29-30=-20, 30-31=-50, 31-32=-20, 32-33=-50, 13-33=-20 Horz: 1-2=-10, 2-6=-6, 10-11=16, 11-12=16 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 19=-44-to-21=-51, 21=-81-to-23=-104 22) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-21=-60, 21-23=-100, 6-23=-60, 6-10=-60, 10-11=-20, 11-12=-20, 2-13=-20 23) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-21=-20, 21-23=-60, 6-23=-20, 6-10=-60, 10-11=-60, 11-12=-60, 2-13=-20 24) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-19=-50, 6-23=-50, 6-10=-50, 10-11=-20, 11-12=-20, 2-26=-20, 26-27=-50, 27-28=-20, 28-29=-50, 29-30=-20, 30-31=-50, 31-32=-20, 32-33=-50, 13-33=-20 Trapezoidal Loads (plf) Vert: 19=-50-to-21=-58, 21=-88-to-23=-110 25) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-19=-20, 6-23=-20, 6-10=-50, 10-11=-50, 11-12=-50, 2-26=-20, 26-27=-50, 27-28=-20, 28-29=-50, 29-30=-20, 30-31=-50, 31-32=-20, 32-33=-50, 13-33=-20 Trapezoidal Loads (plf) Vert: 19=-20-to-21=-28, 21=-58-to-23=-80 40) 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: 1-2=-55, 2-19=-58, 6-23=-58, 6-10=-34, 10-11=-44, 11-12=-44, 2-26=-20, 26-27=-50, 27-28=-20, 28-29=-50, 29-30=-20, 30-31=-50, 31-32=-20, 32-33=-50, 13-33=-20 Horz: 1-2=5, 2-6=8, 10-11=6, 11-12=6 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 19=-58-to-21=-66, 21=-96-to-23=-118 41) 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 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss A5 Truss Type Piggyback Base Qty 1 Ply 1 WF98 Job Reference (optional) I38380485 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:07 2019 Page 3 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-IGfk2PsO1oysaW2X4j5KUXe2IWxzC98tl_eb9zyiOH6 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-40, 2-19=-44, 6-23=-44, 6-10=-34, 10-11=-58, 11-12=-58, 2-26=-20, 26-27=-50, 27-28=-20, 28-29=-50, 29-30=-20, 30-31=-50, 31-32=-20, 32-33=-50, 13-33=-20 Horz: 1-2=-10, 2-6=-6, 10-11=-8, 11-12=-8 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 19=-44-to-21=-51, 21=-81-to-23=-104 42) 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: 1-2=-31, 2-19=-34, 6-23=-34, 6-10=-44, 10-11=-44, 11-12=-44, 2-26=-20, 26-27=-50, 27-28=-20, 28-29=-50, 29-30=-20, 30-31=-50, 31-32=-20, 32-33=-50, 13-33=-20 Horz: 1-2=-19, 2-6=-16, 10-11=6, 11-12=6 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 19=-34-to-21=-41, 21=-71-to-23=-94 43) 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: 1-2=-40, 2-19=-44, 6-23=-44, 6-10=-44, 10-11=-34, 11-12=-34, 2-26=-20, 26-27=-50, 27-28=-20, 28-29=-50, 29-30=-20, 30-31=-50, 31-32=-20, 32-33=-50, 13-33=-20 Horz: 1-2=-10, 2-6=-6, 10-11=16, 11-12=16 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 19=-44-to-21=-51, 21=-81-to-23=-104 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss A6 Truss Type Piggyback Base Qty 1 Ply 1 WF98 Job Reference (optional) I38380486 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:09 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-EenVT4teZPCaqqBwC87oZyjOwJb0g_1ACI7hDsyiOH4 Scale = 1:70.0 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 25 26 27 28 29 30 31 32 3x6 3x6 7x12 MT20HS 2x4 5x12 MT20HS 5x6 5x6 3x6 3x4 2x4 3x10 5x8 2x4 3x4 4x4 3x6 3x6 9-0-119-0-11 17-9-148-9-3 26-7-18-9-3 35-7-129-0-11 -1-0-8 1-0-8 5-0-12 5-0-12 9-10-0 4-9-4 17-4-3 7-6-3 24-10-7 7-6-3 32-4-10 7-6-3 32-9-8 0-4-14 35-7-12 2-10-4 1-2-010-7-211-0-08-10-1511-0-012.00 12 7.07 12 Plate Offsets (X,Y)-- [10:0-2-8,0-2-4], [11:0-1-7,0-1-7], [14:0-2-0,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.80 0.97 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.53 0.07 (loc) 13-14 13-14 13 l/defl >999 >799 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 209 lb FT = 20% GRIP 169/123 127/93 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 -H 3-10-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-9 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-16, 9-14, 12-13, 10-13 REACTIONS.(lb/size)2=1613/0-3-8, 13=1441/Mechanical Max Horz 2=295(LC 11) Max Uplift 2=-142(LC 8), 13=-196(LC 8) Max Grav 2=1724(LC 2), 13=1588(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1982/243, 4-6=-1731/299, 6-7=-1368/281, 7-9=-1350/275, 9-10=-1017/204 BOT CHORD 2-18=-298/1238, 16-18=-212/1115, 14-16=-207/1135, 13-14=-71/414 WEBS 6-18=-115/556, 6-16=-163/484, 7-16=-472/176, 9-16=-74/395, 9-14=-797/241, 10-13=-1434/261, 10-14=-204/1271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 2-6-4, Interior(1) 2-6-4 to 9-10-0, Exterior(2) 9-10-0 to 13-4-12, Interior(1) 13-4-12 to 32-4-10, Exterior(2) 32-4-10 to 32-9-8, Interior(1) 32-9-8 to 35-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 196 lb uplift at joint 13. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 9) Load case(s) 1, 2, 18, 19, 20, 21, 22, 23, 24, 25, 40, 41, 42, 43 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-20=-60, 20-22=-100, 6-22=-60, 6-10=-60, 10-11=-60, 11-12=-60, 2-13=-20 Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss A6 Truss Type Piggyback Base Qty 1 Ply 1 WF98 Job Reference (optional) I38380486 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:09 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-EenVT4teZPCaqqBwC87oZyjOwJb0g_1ACI7hDsyiOH4 LOAD CASE(S) Standard 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-19=-50, 6-22=-50, 6-10=-50, 10-11=-50, 11-12=-50, 2-25=-20, 25-26=-50, 26-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 13-32=-20 Trapezoidal Loads (plf) Vert: 19=-50-to-20=-58, 20=-88-to-22=-110 18) 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: 1-2=-55, 2-19=-58, 6-22=-58, 6-10=-34, 10-11=-58, 11-12=-44, 2-25=-20, 25-26=-50, 26-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 13-32=-20 Horz: 1-2=5, 2-6=8, 10-11=-8, 11-12=6 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 19=-58-to-20=-66, 20=-96-to-22=-118 19) 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: 1-2=-40, 2-19=-44, 6-22=-44, 6-10=-34, 10-11=-58, 11-12=-58, 2-25=-20, 25-26=-50, 26-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 13-32=-20 Horz: 1-2=-10, 2-6=-6, 10-11=-8, 11-12=-8 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 19=-44-to-20=-51, 20=-81-to-22=-104 20) 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: 1-2=-31, 2-19=-34, 6-22=-34, 6-10=-44, 10-11=-44, 11-12=-44, 2-25=-20, 25-26=-50, 26-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 13-32=-20 Horz: 1-2=-19, 2-6=-16, 10-11=6, 11-12=6 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 19=-34-to-20=-41, 20=-71-to-22=-94 21) 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: 1-2=-40, 2-19=-44, 6-22=-44, 6-10=-44, 10-11=-44, 11-12=-34, 2-25=-20, 25-26=-50, 26-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 13-32=-20 Horz: 1-2=-10, 2-6=-6, 10-11=6, 11-12=16 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 19=-44-to-20=-51, 20=-81-to-22=-104 22) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-20=-60, 20-22=-100, 6-22=-60, 6-10=-60, 10-11=-60, 11-12=-20, 2-13=-20 23) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-20=-20, 20-22=-60, 6-22=-20, 6-10=-60, 10-11=-60, 11-12=-60, 2-13=-20 24) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-19=-50, 6-22=-50, 6-10=-50, 10-11=-50, 11-12=-20, 2-25=-20, 25-26=-50, 26-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 13-32=-20 Trapezoidal Loads (plf) Vert: 19=-50-to-20=-58, 20=-88-to-22=-110 25) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-19=-20, 6-22=-20, 6-10=-50, 10-11=-50, 11-12=-50, 2-25=-20, 25-26=-50, 26-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 13-32=-20 Trapezoidal Loads (plf) Vert: 19=-20-to-20=-28, 20=-58-to-22=-80 40) 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: 1-2=-55, 2-19=-58, 6-22=-58, 6-10=-34, 10-11=-58, 11-12=-44, 2-25=-20, 25-26=-50, 26-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 13-32=-20 Horz: 1-2=5, 2-6=8, 10-11=-8, 11-12=6 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 19=-58-to-20=-66, 20=-96-to-22=-118 41) 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: 1-2=-40, 2-19=-44, 6-22=-44, 6-10=-34, 10-11=-58, 11-12=-58, 2-25=-20, 25-26=-50, 26-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 13-32=-20 Horz: 1-2=-10, 2-6=-6, 10-11=-8, 11-12=-8 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 19=-44-to-20=-51, 20=-81-to-22=-104 42) 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 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss A6 Truss Type Piggyback Base Qty 1 Ply 1 WF98 Job Reference (optional) I38380486 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:09 2019 Page 3 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-EenVT4teZPCaqqBwC87oZyjOwJb0g_1ACI7hDsyiOH4 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-31, 2-19=-34, 6-22=-34, 6-10=-44, 10-11=-44, 11-12=-44, 2-25=-20, 25-26=-50, 26-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 13-32=-20 Horz: 1-2=-19, 2-6=-16, 10-11=6, 11-12=6 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 19=-34-to-20=-41, 20=-71-to-22=-94 43) 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: 1-2=-40, 2-19=-44, 6-22=-44, 6-10=-44, 10-11=-44, 11-12=-34, 2-25=-20, 25-26=-50, 26-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 13-32=-20 Horz: 1-2=-10, 2-6=-6, 10-11=6, 11-12=16 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 19=-44-to-20=-51, 20=-81-to-22=-104 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss A7 Truss Type Piggyback Base Qty 1 Ply 1 WF98 Job Reference (optional) I38380487 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:10 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-irLtgQuHKjKRRzm6mre16AGWmj_?PV9JRysFlIyiOH3 Scale = 1:68.3 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 24 25 3x4 4x6 3x4 4x6 4x4 6x12 MT20HS 5x6 5x6 3x6 3x10 2x4 2x4 3x10 2x4 4x8 3x4 9-10-09-10-0 17-9-137-11-13 25-7-157-10-1 33-7-127-11-13 -1-0-8 1-0-8 5-0-12 5-0-12 9-10-0 4-9-4 17-9-13 7-11-13 25-7-15 7-10-1 33-7-12 7-11-13 1-2-011-0-012.00 12 Plate Offsets (X,Y)-- [6:0-3-4,0-2-0], [10:0-3-0,0-1-12], [11:Edge,0-3-8], [12:0-1-12,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.99 0.79 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.58 0.07 (loc) 2-16 2-16 11 l/defl >999 >691 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 195 lb FT = 20% GRIP 169/123 127/93 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-15: 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 -H 3-10-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-0-8 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-16, 7-12, 9-12, 10-12 2 Rows at 1/3 pts 10-11 REACTIONS.(lb/size)11=1445/Mechanical, 2=2064/0-3-8 Max Horz 2=329(LC 11) Max Uplift 11=-274(LC 8), 2=-45(LC 8) Max Grav 11=1579(LC 2), 2=2068(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2399/268, 4-6=-1910/248, 6-7=-1188/232, 7-9=-929/163, 9-10=-929/163, 10-11=-1420/292 BOT CHORD 2-16=-314/1489, 14-16=-229/1334, 12-14=-229/1334 WEBS 4-16=-555/168, 6-16=-27/829, 7-16=-272/141, 7-14=0/410, 7-12=-685/131, 9-12=-507/185, 10-12=-272/1552 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 2-3-14, Interior(1) 2-3-14 to 9-10-0, Exterior(2) 9-10-0 to 14-7-2, Interior(1) 14-7-2 to 33-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 10.0psf. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 274 lb uplift at joint 11. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss A7 Truss Type Piggyback Base Qty 1 Ply 1 WF98 Job Reference (optional) I38380487 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:10 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-irLtgQuHKjKRRzm6mre16AGWmj_?PV9JRysFlIyiOH3 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-17=-60, 17-18=-210, 6-18=-60, 6-10=-60, 2-11=-20 Concentrated Loads (lb) Vert: 17=-200 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-17=-50, 17-18=-181, 6-18=-50, 6-10=-50, 2-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 24-25=-20, 11-25=-50 Concentrated Loads (lb) Vert: 17=-200 3) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-3=20, 3-17=15, 17-18=46, 6-18=15, 6-19=23, 10-19=18, 2-11=-6 Horz: 1-2=-44, 2-3=-29, 3-6=-24 Drag: 6-19=-0, 7-19=-0 Concentrated Loads (lb) Vert: 17=-200 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-17=15, 4-17=46, 4-18=51, 6-18=20, 6-20=18, 10-20=23, 2-11=-6 Horz: 1-2=-19, 2-4=-24, 4-6=-29 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-17=-44, 17-18=-163, 6-18=-44, 6-10=-29, 2-11=-20 Horz: 1-2=-19, 2-6=24 Drag: 6-7=0 Concentrated Loads (lb) Vert: 17=-200 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-17=-44, 17-18=-163, 6-18=-44, 6-10=-29, 2-11=-20 Horz: 1-2=19, 2-6=24 Drag: 6-7=0 Concentrated Loads (lb) Vert: 17=-200 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-17=-11, 17-18=19, 6-18=-11, 6-10=22, 2-11=-6 Horz: 1-2=-8, 2-6=2 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-17=9, 17-18=38, 6-18=9, 6-10=22, 2-11=-6 Horz: 1-2=-13, 2-6=-17 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-27, 2-17=-31, 17-18=-126, 6-18=-31, 6-10=2, 2-11=-20 Horz: 1-2=7, 2-6=11 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-17=-12, 17-18=-95, 6-18=-12, 6-10=2, 2-11=-20 Horz: 1-2=-13, 2-6=-8 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-17=22, 17-18=52, 6-18=22, 6-10=9, 2-11=-6 Horz: 1-2=-26, 2-6=-30 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss A7 Truss Type Piggyback Base Qty 1 Ply 1 WF98 Job Reference (optional) I38380487 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:10 2019 Page 3 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-irLtgQuHKjKRRzm6mre16AGWmj_?PV9JRysFlIyiOH3 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=4, 2-17=9, 17-18=14, 6-18=9, 6-10=9, 2-11=-6 Horz: 1-2=-13, 2-6=-17 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-17=22, 17-18=52, 6-18=22, 6-10=9, 2-11=-6 Horz: 1-2=-26, 2-6=-30 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-17=9, 17-18=14, 6-18=9, 6-10=9, 2-11=-6 Horz: 1-2=-13, 2-6=-17 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-17=2, 17-18=-82, 6-18=2, 6-10=-12, 2-11=-20 Horz: 1-2=-26, 2-6=-22 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-17=-12, 17-18=-95, 6-18=-12, 6-10=-12, 2-11=-20 Horz: 1-2=-13, 2-6=-8 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 17) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-17=-20, 17-18=-95, 6-18=-20, 6-10=-20, 2-21=-20, 21-22=-60, 22-23=-20, 23-24=-60, 24-25=-20, 11-25=-60 Concentrated Loads (lb) Vert: 17=-200 18) 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: 1-2=-55, 2-17=-58, 17-18=-205, 6-18=-58, 6-10=-34, 2-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 24-25=-20, 11-25=-50 Horz: 1-2=5, 2-6=8 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 19) 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: 1-2=-40, 2-17=-44, 17-18=-181, 6-18=-44, 6-10=-34, 2-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 24-25=-20, 11-25=-50 Horz: 1-2=-10, 2-6=-6 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 20) 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: 1-2=-31, 2-17=-34, 17-18=-171, 6-18=-34, 6-10=-44, 2-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 24-25=-20, 11-25=-50 Horz: 1-2=-19, 2-6=-16 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 21) 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: 1-2=-40, 2-17=-44, 17-18=-181, 6-18=-44, 6-10=-44, 2-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 24-25=-20, 11-25=-50 Horz: 1-2=-10, 2-6=-6 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 22) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss A7 Truss Type Piggyback Base Qty 1 Ply 1 WF98 Job Reference (optional) I38380487 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:10 2019 Page 4 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-irLtgQuHKjKRRzm6mre16AGWmj_?PV9JRysFlIyiOH3 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=35, 2-3=20, 3-17=15, 17-18=46, 6-18=15, 6-19=23, 10-19=18, 2-11=-6 Horz: 1-2=-44, 2-3=-29, 3-6=-24 Drag: 6-19=-0, 7-19=-0 Concentrated Loads (lb) Vert: 17=-200 23) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-17=15, 4-17=46, 4-18=51, 6-18=20, 6-20=18, 10-20=23, 2-11=-6 Horz: 1-2=-19, 2-4=-24, 4-6=-29 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 24) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-17=-44, 17-18=-163, 6-18=-44, 6-10=-29, 2-11=-20 Horz: 1-2=-19, 2-6=24 Drag: 6-7=0 Concentrated Loads (lb) Vert: 17=-200 25) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-17=-44, 17-18=-163, 6-18=-44, 6-10=-29, 2-11=-20 Horz: 1-2=19, 2-6=24 Drag: 6-7=0 Concentrated Loads (lb) Vert: 17=-200 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-17=-11, 17-18=19, 6-18=-11, 6-10=22, 2-11=-6 Horz: 1-2=-8, 2-6=2 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 27) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-17=9, 17-18=38, 6-18=9, 6-10=22, 2-11=-6 Horz: 1-2=-13, 2-6=-17 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-27, 2-17=-31, 17-18=-126, 6-18=-31, 6-10=2, 2-11=-20 Horz: 1-2=7, 2-6=11 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 29) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-17=-12, 17-18=-95, 6-18=-12, 6-10=2, 2-11=-20 Horz: 1-2=-13, 2-6=-8 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-17=22, 17-18=52, 6-18=22, 6-10=9, 2-11=-6 Horz: 1-2=-26, 2-6=-30 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-17=9, 17-18=14, 6-18=9, 6-10=9, 2-11=-6 Horz: 1-2=-13, 2-6=-17 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 32) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-17=22, 17-18=52, 6-18=22, 6-10=9, 2-11=-6 Horz: 1-2=-26, 2-6=-30 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 Continued on page 5 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss A7 Truss Type Piggyback Base Qty 1 Ply 1 WF98 Job Reference (optional) I38380487 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:10 2019 Page 5 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-irLtgQuHKjKRRzm6mre16AGWmj_?PV9JRysFlIyiOH3 LOAD CASE(S) Standard 33) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-17=9, 17-18=14, 6-18=9, 6-10=9, 2-11=-6 Horz: 1-2=-13, 2-6=-17 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 34) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-17=2, 17-18=-82, 6-18=2, 6-10=-12, 2-11=-20 Horz: 1-2=-26, 2-6=-22 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 35) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-17=-12, 17-18=-95, 6-18=-12, 6-10=-12, 2-11=-20 Horz: 1-2=-13, 2-6=-8 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 36) 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: 1-2=-55, 2-17=-58, 17-18=-205, 6-18=-58, 6-10=-34, 2-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 24-25=-20, 11-25=-50 Horz: 1-2=5, 2-6=8 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 37) 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: 1-2=-40, 2-17=-44, 17-18=-181, 6-18=-44, 6-10=-34, 2-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 24-25=-20, 11-25=-50 Horz: 1-2=-10, 2-6=-6 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 38) 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: 1-2=-31, 2-17=-34, 17-18=-171, 6-18=-34, 6-10=-44, 2-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 24-25=-20, 11-25=-50 Horz: 1-2=-19, 2-6=-16 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 39) 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: 1-2=-40, 2-17=-44, 17-18=-181, 6-18=-44, 6-10=-44, 2-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 24-25=-20, 11-25=-50 Horz: 1-2=-10, 2-6=-6 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss A8 Truss Type Piggyback Base Qty 1 Ply 1 WF98 Job Reference (optional) I38380488 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:11 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-A1vFumvv50SI37LJJY9GfNpjv7Im8wiTgccoIkyiOH2 Scale = 1:64.7 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 24 25 3x4 4x6 3x4 4x4 3x4 5x12 MT20HS 5x6 5x6 3x4 3x10 2x4 2x4 3x10 2x4 4x8 3x6 9-10-09-10-0 17-1-137-3-13 24-3-157-2-1 31-7-127-3-13 -1-0-8 1-0-8 5-0-12 5-0-12 9-10-0 4-9-4 17-1-13 7-3-13 24-3-15 7-2-1 31-7-12 7-3-13 1-2-011-0-012.00 12 Plate Offsets (X,Y)-- [10:0-1-12,0-1-8], [12:0-1-12,0-1-12] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.83 0.95 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.67 0.05 (loc) 2-16 2-16 11 l/defl >999 >568 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 189 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 -H 3-10-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-2 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-13 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-11, 7-16, 7-12, 9-12 REACTIONS.(lb/size)11=1280/Mechanical, 2=1503/0-3-8 Max Horz 2=329(LC 11) Max Uplift 11=-240(LC 8) Max Grav 11=1413(LC 2), 2=1560(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1717/129, 4-6=-1398/165, 6-7=-935/178, 7-9=-757/130, 9-10=-757/130, 10-11=-1268/257 BOT CHORD 2-16=-218/1044, 14-16=-182/1075, 12-14=-182/1075 WEBS 4-16=-309/107, 6-16=0/640, 7-16=-288/151, 7-14=0/365, 7-12=-571/108, 9-12=-463/170, 10-12=-230/1342 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 2-1-8, Interior(1) 2-1-8 to 9-10-0, Exterior(2) 9-10-0 to 14-3-11, Interior(1) 14-3-11 to 31-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 10.0psf. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 240 lb uplift at joint 11. 7) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-10=-60, 2-11=-20 Concentrated Loads (lb) Vert: 17=-200 Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss A8 Truss Type Piggyback Base Qty 1 Ply 1 WF98 Job Reference (optional) I38380488 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:11 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-A1vFumvv50SI37LJJY9GfNpjv7Im8wiTgccoIkyiOH2 LOAD CASE(S) Standard 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-50, 6-10=-50, 2-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 24-25=-20, 11-25=-50 Concentrated Loads (lb) Vert: 17=-200 3) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-3=20, 3-6=15, 6-19=23, 10-19=18, 2-11=-6 Horz: 1-2=-44, 2-3=-29, 3-6=-24 Drag: 6-19=-0, 7-19=-0 Concentrated Loads (lb) Vert: 17=-200 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-18=15, 6-18=20, 6-20=18, 10-20=23, 2-11=-6 Horz: 1-2=-19, 2-18=-24, 6-18=-29 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-6=-44, 6-10=-29, 2-11=-20 Horz: 1-2=-19, 2-6=24 Drag: 6-7=0 Concentrated Loads (lb) Vert: 17=-200 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-6=-44, 6-10=-29, 2-11=-20 Horz: 1-2=19, 2-6=24 Drag: 6-7=0 Concentrated Loads (lb) Vert: 17=-200 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-6=-11, 6-10=22, 2-11=-6 Horz: 1-2=-8, 2-6=2 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=9, 6-10=22, 2-11=-6 Horz: 1-2=-13, 2-6=-17 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-27, 2-6=-31, 6-10=2, 2-11=-20 Horz: 1-2=7, 2-6=11 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-6=-12, 6-10=2, 2-11=-20 Horz: 1-2=-13, 2-6=-8 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-6=22, 6-10=9, 2-11=-6 Horz: 1-2=-26, 2-6=-30 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=9, 6-10=9, 2-11=-6 Horz: 1-2=-13, 2-6=-17 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss A8 Truss Type Piggyback Base Qty 1 Ply 1 WF98 Job Reference (optional) I38380488 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:11 2019 Page 3 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-A1vFumvv50SI37LJJY9GfNpjv7Im8wiTgccoIkyiOH2 LOAD CASE(S) Standard 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-6=22, 6-10=9, 2-11=-6 Horz: 1-2=-26, 2-6=-30 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=9, 6-10=9, 2-11=-6 Horz: 1-2=-13, 2-6=-17 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-6=2, 6-10=-12, 2-11=-20 Horz: 1-2=-26, 2-6=-22 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-6=-12, 6-10=-12, 2-11=-20 Horz: 1-2=-13, 2-6=-8 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 17) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-20, 6-10=-20, 2-21=-20, 21-22=-60, 22-23=-20, 23-24=-60, 24-25=-20, 11-25=-60 Concentrated Loads (lb) Vert: 17=-200 18) 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: 1-2=-55, 2-6=-58, 6-10=-34, 2-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 24-25=-20, 11-25=-50 Horz: 1-2=5, 2-6=8 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 19) 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: 1-2=-40, 2-6=-44, 6-10=-34, 2-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 24-25=-20, 11-25=-50 Horz: 1-2=-10, 2-6=-6 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 20) 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: 1-2=-31, 2-6=-34, 6-10=-44, 2-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 24-25=-20, 11-25=-50 Horz: 1-2=-19, 2-6=-16 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 21) 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: 1-2=-40, 2-6=-44, 6-10=-44, 2-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 24-25=-20, 11-25=-50 Horz: 1-2=-10, 2-6=-6 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 22) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-3=20, 3-6=15, 6-19=23, 10-19=18, 2-11=-6 Horz: 1-2=-44, 2-3=-29, 3-6=-24 Drag: 6-19=-0, 7-19=-0 Concentrated Loads (lb) Vert: 17=-200 23) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss A8 Truss Type Piggyback Base Qty 1 Ply 1 WF98 Job Reference (optional) I38380488 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:11 2019 Page 4 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-A1vFumvv50SI37LJJY9GfNpjv7Im8wiTgccoIkyiOH2 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=11, 2-18=15, 6-18=20, 6-20=18, 10-20=23, 2-11=-6 Horz: 1-2=-19, 2-18=-24, 6-18=-29 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 24) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-6=-44, 6-10=-29, 2-11=-20 Horz: 1-2=-19, 2-6=24 Drag: 6-7=0 Concentrated Loads (lb) Vert: 17=-200 25) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-6=-44, 6-10=-29, 2-11=-20 Horz: 1-2=19, 2-6=24 Drag: 6-7=0 Concentrated Loads (lb) Vert: 17=-200 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-6=-11, 6-10=22, 2-11=-6 Horz: 1-2=-8, 2-6=2 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 27) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=9, 6-10=22, 2-11=-6 Horz: 1-2=-13, 2-6=-17 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-27, 2-6=-31, 6-10=2, 2-11=-20 Horz: 1-2=7, 2-6=11 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 29) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-6=-12, 6-10=2, 2-11=-20 Horz: 1-2=-13, 2-6=-8 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-6=22, 6-10=9, 2-11=-6 Horz: 1-2=-26, 2-6=-30 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=9, 6-10=9, 2-11=-6 Horz: 1-2=-13, 2-6=-17 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 32) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-6=22, 6-10=9, 2-11=-6 Horz: 1-2=-26, 2-6=-30 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 33) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=9, 6-10=9, 2-11=-6 Horz: 1-2=-13, 2-6=-17 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 Continued on page 5 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss A8 Truss Type Piggyback Base Qty 1 Ply 1 WF98 Job Reference (optional) I38380488 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:11 2019 Page 5 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-A1vFumvv50SI37LJJY9GfNpjv7Im8wiTgccoIkyiOH2 LOAD CASE(S) Standard 34) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-6=2, 6-10=-12, 2-11=-20 Horz: 1-2=-26, 2-6=-22 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 35) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-6=-12, 6-10=-12, 2-11=-20 Horz: 1-2=-13, 2-6=-8 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 36) 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: 1-2=-55, 2-6=-58, 6-10=-34, 2-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 24-25=-20, 11-25=-50 Horz: 1-2=5, 2-6=8 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 37) 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: 1-2=-40, 2-6=-44, 6-10=-34, 2-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 24-25=-20, 11-25=-50 Horz: 1-2=-10, 2-6=-6 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 38) 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: 1-2=-31, 2-6=-34, 6-10=-44, 2-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 24-25=-20, 11-25=-50 Horz: 1-2=-19, 2-6=-16 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 39) 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: 1-2=-40, 2-6=-44, 6-10=-44, 2-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 24-25=-20, 11-25=-50 Horz: 1-2=-10, 2-6=-6 Drag: 6-7=-0 Concentrated Loads (lb) Vert: 17=-200 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss B1 Truss Type Hip Qty 1 Ply 1 WF98 Job Reference (optional) I38380489 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:12 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-eDSd56vXsKa9hHwVtGgVBbLwOXgwtQacvGLMqByiOH1 Scale = 1:61.5 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 24 25 4x6 3x4 5x6 2x4 5x12 MT20HS 5x6 5x6 3x6 4x4 3x4 3x4 3x4 4x4 3x6 3x6 7-9-147-9-14 16-6-08-8-2 25-2-18-8-1 34-1-118-11-10 -1-0-8 1-0-8 7-9-14 7-9-14 15-8-3 7-10-5 23-6-7 7-10-5 31-4-12 7-10-5 34-1-11 2-8-14 1-2-08-11-146-3-08-11-1412.00 12 Plate Offsets (X,Y)-- [8:0-3-8,0-2-0], [11:0-2-0,0-1-12] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.72 0.82 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.48 0.07 (loc) 10-11 10-11 10 l/defl >999 >849 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 186 lb FT = 20% GRIP 169/123 127/93 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 -H 5-10-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-14 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 5-13, 7-11, 8-10 REACTIONS.(lb/size)2=1423/0-3-8, 10=1359/Mechanical Max Horz 2=223(LC 11) Max Uplift 2=-160(LC 8), 10=-197(LC 8) Max Grav 2=1423(LC 1), 10=1460(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1583/247, 4-5=-999/264, 5-7=-1438/296, 7-8=-1117/234 BOT CHORD 2-15=-215/986, 13-15=-286/1431, 11-13=-241/1243, 10-11=-74/396 WEBS 4-15=-86/737, 5-15=-702/195, 7-13=-57/315, 7-11=-742/233, 8-11=-210/1242, 8-10=-1315/268 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 2-4-8, Interior(1) 2-4-8 to 7-9-14, Exterior(2) 7-9-14 to 12-7-13, Interior(1) 12-7-13 to 31-4-12, Exterior(2) 31-4-12 to 33-11-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 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. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 197 lb uplift at joint 10. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss B2 Truss Type Hip Qty 1 Ply 1 WF98 Job Reference (optional) I38380490 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:13 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-6Q00ISw9ddi0IRVhRzBkkou5jw?Ocobm7w5vMdyiOH0 Scale = 1:75.4 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 28 29 3x6 5x6 3x6 5x8 3x6 5x12 MT20HS 5x6 5x6 3x6 3x10 2x4 3x4 3x4 3x4 4x4 4x6 3x6 9-9-149-9-14 18-6-08-8-2 27-2-18-8-1 36-1-118-11-10 -1-0-8 1-0-8 5-0-11 5-0-11 9-9-14 4-9-3 16-4-3 6-6-5 22-10-7 6-6-5 29-4-12 6-6-5 36-1-11 6-8-14 1-2-010-11-144-3-010-11-1412.00 12 Plate Offsets (X,Y)-- [6:0-2-8,Edge], [10:0-5-4,0-2-0], [12:0-2-12,0-2-0], [13:0-1-8,0-2-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.75 0.87 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.60 0.08 (loc) 12-13 2-17 12 l/defl >999 >723 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 206 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 -H 3-9-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-10 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-17, 7-15, 9-13 2 Rows at 1/3 pts 10-12 REACTIONS.(lb/size)2=1503/0-3-8, 12=1439/Mechanical Max Horz 2=215(LC 11) Max Uplift 2=-155(LC 11), 12=-137(LC 7) Max Grav 2=1579(LC 2), 12=1579(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1772/289, 4-6=-1574/328, 6-7=-1083/288, 7-9=-1348/316, 9-10=-1016/263, 11-12=-283/196 BOT CHORD 2-17=-264/1120, 15-17=-244/1331, 13-15=-211/1248, 12-13=-102/812 WEBS 6-17=-121/783, 7-17=-537/187, 9-15=-41/287, 9-13=-677/213, 10-13=-143/1016, 10-12=-1445/215 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 2-6-14, Interior(1) 2-6-14 to 9-9-14, Exterior(2) 9-9-14 to 14-11-3, Interior(1) 14-11-3 to 29-4-12, Exterior(2) 29-4-12 to 34-6-1, Interior(1) 34-6-1 to 35-11-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 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. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at joint 12. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss B3 Truss Type Piggyback Base Qty 1 Ply 1 WF98 Job Reference (optional) I38380491 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:14 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-bcaOWoxnOxqtwb4t?hjzG0RE3KJqLKrvMaqSu3yiOH? Scale = 1:76.3 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 25 26 27 28 29 30 31 32 3x6 5x6 3x6 5x6 3x4 5x12 MT20HS 5x6 5x6 4x6 3x10 2x4 3x4 3x4 3x4 3x10 4x4 4x6 4x6 9-10-09-10-0 19-2-19-4-1 28-6-29-4-1 38-1-119-7-9 -1-0-8 1-0-8 5-0-12 5-0-12 9-10-0 4-9-4 16-4-3 6-6-3 22-10-7 6-6-3 29-4-10 6-6-3 33-7-6 4-2-12 38-1-11 4-6-4 1-2-011-0-02-3-011-0-012.00 12 Plate Offsets (X,Y)-- [6:0-2-8,Edge], [10:0-4-4,0-1-12], [13:Edge,0-2-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.84 0.92 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.58 0.09 (loc) 2-18 2-18 13 l/defl >999 >782 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 214 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 -H 3-10-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-9 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-18, 9-14, 11-13 REACTIONS.(lb/size)2=1583/0-3-8, 13=1519/Mechanical Max Horz 2=205(LC 8) Max Uplift 2=-163(LC 11), 13=-134(LC 12) Max Grav 2=1657(LC 2), 13=1609(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1875/313, 4-6=-1676/352, 6-7=-1157/305, 7-9=-1486/344, 9-10=-1115/292, 10-11=-1563/341 BOT CHORD 2-18=-271/1191, 16-18=-255/1445, 14-16=-223/1409, 13-14=-125/961 WEBS 6-18=-136/852, 7-18=-614/200, 9-16=-30/268, 9-14=-670/206, 10-14=-137/799, 11-13=-1557/220 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 2-9-4, Interior(1) 2-9-4 to 9-10-0, Exterior(2) 9-10-0 to 15-2-12, Interior(1) 15-2-12 to 29-4-10, Exterior(2) 29-4-10 to 34-9-6, Interior(1) 34-9-6 to 37-11-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint 13. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss B4 Truss Type Piggyback Base Qty 1 Ply 1 WF98 Job Reference (optional) I38380492 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:15 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-3o8mj8yP9FykYlf4YOECpDzTSkgY4ju2bEa0RVyiOH_ Scale = 1:76.0 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 25 26 27 28 29 6x8 5x6 5x6 3x6 8x8 5x6 2x4 3x6 4x4 3x10 3x4 6x12 MT20HS 2x4 3x4 2x4 3x6 4x4 6-5-146-5-14 14-5-77-11-9 23-10-79-4-15 30-4-106-6-3 37-7-127-3-2 -1-0-8 1-0-8 3-5-14 3-5-14 6-5-14 3-0-0 10-10-0 4-4-2 17-4-3 6-6-3 23-10-7 6-6-3 30-4-10 6-6-3 36-6-6 6-1-12 37-7-12 1-1-6 3-2-06-7-144-10-411-0-04-2-611-0-012.00 12 7.07 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-12], [3:0-6-4,0-1-12], [5:0-2-8,Edge], [9:0-5-0,0-1-12], [14:0-5-12,0-3-0], [17:0-1-12,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.60 0.89 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.62 0.07 (loc) 14-15 14-15 12 l/defl >999 >726 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 226 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-0 max.): 3-4, 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-15, 6-14, 8-14, 9-13, 3-18 REACTIONS.(lb/size)18=1567/0-3-8, 12=1493/Mechanical Max Horz 18=-211(LC 9) Max Uplift 18=-172(LC 11), 12=-148(LC 7) Max Grav 18=1618(LC 2), 12=1507(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1299/272, 4-5=-1538/321, 5-6=-1305/319, 6-8=-1303/316, 8-9=-1303/315, 9-10=-1324/266, 2-18=-255/168 BOT CHORD 17-18=-214/763, 15-17=-262/1322, 14-15=-253/1366, 13-14=-106/859, 12-13=-67/329 WEBS 3-17=-176/1354, 4-17=-1008/206, 4-15=-391/158, 5-15=-122/810, 6-15=-367/178, 8-14=-410/157, 9-14=-205/883, 10-13=-112/660, 3-18=-1527/176, 10-12=-1504/333 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 2-8-11, Interior(1) 2-8-11 to 3-5-14, Exterior(2) 3-5-14 to 6-5-14, Interior(1) 6-5-14 to 10-10-0, Exterior(2) 10-10-0 to 14-7-3, Interior(1) 14-7-3 to 30-4-10, Exterior(2) 30-4-10 to 34-1-13, Interior(1) 34-1-13 to 37-6-0 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 lb uplift at joint 12. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 18. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss B5 Truss Type Piggyback Base Qty 1 Ply 1 WF98 Job Reference (optional) I38380493 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:17 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-?BGW8qzghsCRn2pSgpGgue3qHYMzYdUL2Y37UOyiOGy Scale = 1:75.2 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 30 31 8x8 5x6 6x8 3x6 5x6 5x6 2x4 4x6 4x8 3x10 2x4 2x4 3x10 4x8 4x4 3x6 4x4 3x6 8-5-148-5-14 17-4-38-10-5 23-10-76-6-3 30-4-106-6-3 35-7-125-3-2 -1-0-8 1-0-8 5-5-14 5-5-14 8-5-14 3-0-0 10-10-0 2-4-2 17-4-3 6-6-3 23-10-7 6-6-3 30-4-10 6-6-3 33-7-15 3-3-5 35-7-12 1-11-13 3-2-08-7-147-8-1111-0-06-6-1011-0-012.00 12 7.07 12 Plate Offsets (X,Y)-- [2:0-3-8,0-0-0], [3:0-6-4,0-1-12], [5:0-6-4,0-1-12], [9:0-4-4,0-1-12], [18:0-4-0,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.46 0.83 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.46 0.07 (loc) 16-18 16-18 12 l/defl >999 >915 n/a L/d 240 180 n/a PLATES MT20 Weight: 236 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-13 max.): 3-4, 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 6-16, 8-13, 3-19, 10-12 REACTIONS.(lb/size)19=1487/0-3-8, 12=1413/Mechanical Max Horz 19=205(LC 8) Max Uplift 19=-161(LC 11), 12=-162(LC 7) Max Grav 19=1596(LC 2), 12=1533(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-295/233, 3-4=-1206/258, 4-5=-1737/415, 5-6=-1315/302, 6-8=-1315/302, 8-9=-663/193, 9-10=-961/216, 2-19=-357/219 BOT CHORD 18-19=-201/842, 16-18=-212/1090, 14-16=-197/1173, 13-14=-197/1173, 12-13=-58/356 WEBS 3-18=-137/1127, 4-18=-1290/313, 5-18=-205/656, 5-16=-132/489, 6-16=-407/151, 8-16=-74/285, 8-14=0/338, 8-13=-1013/209, 9-13=-54/424, 10-13=-123/716, 3-19=-1451/192, 10-12=-1445/239 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 2-6-4, Interior(1) 2-6-4 to 5-5-14, Exterior(2) 5-5-14 to 8-5-14, Interior(1) 8-5-14 to 10-10-0, Exterior(2) 10-10-0 to 14-4-12, Interior(1) 14-4-12 to 30-4-10, Exterior(2) 30-4-10 to 33-7-15, Interior(1) 33-7-15 to 35-6-0 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) * 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. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint 12. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 19. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss B6 Truss Type Piggyback Base Qty 1 Ply 1 WF98 Job Reference (optional) I38380494 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:18 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-TNqvM9_ISAKIPCNfEXnvRsbvNxhXH8YVHCog0qyiOGx Scale = 1:68.3 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 24 25 3x4 4x6 3x4 4x4 4x4 5x12 MT20HS 5x6 5x6 3x4 3x10 2x4 2x4 3x10 2x4 4x8 3x4 9-10-09-10-0 17-9-137-11-13 25-7-157-10-1 33-7-127-11-13 -1-0-8 1-0-8 5-0-12 5-0-12 9-10-0 4-9-4 17-9-13 7-11-13 25-7-15 7-10-1 33-7-12 7-11-13 1-2-011-0-012.00 12 Plate Offsets (X,Y)-- [10:0-1-12,0-1-8], [11:Edge,0-3-8], [12:0-1-8,0-1-12] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.88 0.94 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.64 0.06 (loc) 2-16 2-16 11 l/defl >999 >633 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 195 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 -H 3-10-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-8 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-16, 7-12, 9-12, 10-12 2 Rows at 1/3 pts 10-11 REACTIONS.(lb/size)11=1362/Mechanical, 2=1531/0-3-8 Max Horz 2=329(LC 11) Max Uplift 11=-276(LC 8), 2=-131(LC 8) Max Grav 11=1502(LC 2), 2=1564(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1747/214, 4-6=-1506/253, 6-7=-1017/235, 7-9=-873/165, 9-10=-873/165, 10-11=-1342/294 BOT CHORD 2-16=-338/1091, 14-16=-232/1221, 12-14=-232/1221 WEBS 6-16=-57/674, 7-16=-375/140, 7-14=0/411, 7-12=-590/133, 9-12=-506/185, 10-12=-275/1455 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 2-3-14, Interior(1) 2-3-14 to 9-10-0, Exterior(2) 9-10-0 to 14-7-2, Interior(1) 14-7-2 to 33-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 10.0psf. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint 11. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 8) Load case(s) 1, 2, 18, 19, 20, 21, 36, 37, 38, 39 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-17=-60, 17-18=-100, 6-18=-60, 6-10=-60, 2-11=-20 Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss B6 Truss Type Piggyback Base Qty 1 Ply 1 WF98 Job Reference (optional) I38380494 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:18 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-TNqvM9_ISAKIPCNfEXnvRsbvNxhXH8YVHCog0qyiOGx LOAD CASE(S) Standard 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-17=-50, 17-18=-80, 6-18=-50, 6-10=-50, 2-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 24-25=-20, 11-25=-50 18) 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: 1-2=-55, 2-17=-58, 17-18=-88, 6-18=-58, 6-10=-34, 2-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 24-25=-20, 11-25=-50 Horz: 1-2=5, 2-6=8 Drag: 6-7=-0 19) 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: 1-2=-40, 2-17=-44, 17-18=-74, 6-18=-44, 6-10=-34, 2-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 24-25=-20, 11-25=-50 Horz: 1-2=-10, 2-6=-6 Drag: 6-7=-0 20) 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: 1-2=-31, 2-17=-34, 17-18=-64, 6-18=-34, 6-10=-44, 2-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 24-25=-20, 11-25=-50 Horz: 1-2=-19, 2-6=-16 Drag: 6-7=-0 21) 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: 1-2=-40, 2-17=-44, 17-18=-74, 6-18=-44, 6-10=-44, 2-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 24-25=-20, 11-25=-50 Horz: 1-2=-10, 2-6=-6 Drag: 6-7=-0 36) 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: 1-2=-55, 2-17=-58, 17-18=-88, 6-18=-58, 6-10=-34, 2-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 24-25=-20, 11-25=-50 Horz: 1-2=5, 2-6=8 Drag: 6-7=-0 37) 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: 1-2=-40, 2-17=-44, 17-18=-74, 6-18=-44, 6-10=-34, 2-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 24-25=-20, 11-25=-50 Horz: 1-2=-10, 2-6=-6 Drag: 6-7=-0 38) 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: 1-2=-31, 2-17=-34, 17-18=-64, 6-18=-34, 6-10=-44, 2-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 24-25=-20, 11-25=-50 Horz: 1-2=-19, 2-6=-16 Drag: 6-7=-0 39) 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: 1-2=-40, 2-17=-44, 17-18=-74, 6-18=-44, 6-10=-44, 2-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 24-25=-20, 11-25=-50 Horz: 1-2=-10, 2-6=-6 Drag: 6-7=-0 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss B7 Truss Type Piggyback Base Qty 1 Ply 1 WF98 Job Reference (optional) I38380495 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:19 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-xaNHZV?wDTS91MyrnEI8z385xL110XYeWsYDZHyiOGw Scale = 1:64.7 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 24 25 26 3x4 4x6 3x4 4x4 3x4 5x12 MT20HS 5x6 5x6 3x4 3x10 2x4 2x4 3x10 2x4 4x8 3x6 9-10-09-10-0 17-1-137-3-13 24-3-157-2-1 31-7-127-3-13 -1-0-8 1-0-8 5-0-12 5-0-12 9-10-0 4-9-4 17-1-13 7-3-13 24-3-15 7-2-1 31-7-12 7-3-13 1-2-011-0-012.00 12 Plate Offsets (X,Y)-- [10:0-1-12,0-1-8], [12:0-1-12,0-1-12] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.83 0.92 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.65 0.05 (loc) 2-16 2-16 11 l/defl >999 >585 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 189 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 -H 3-10-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-2 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-11, 7-16, 7-12, 9-12 REACTIONS.(lb/size)11=1284/Mechanical, 2=1450/0-3-8 Max Horz 2=329(LC 11) Max Uplift 11=-261(LC 8), 2=-116(LC 11) Max Grav 11=1411(LC 2), 2=1475(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1630/194, 4-6=-1418/234, 6-7=-932/219, 7-9=-756/143, 9-10=-756/143, 10-11=-1266/277 BOT CHORD 2-16=-323/1016, 14-16=-209/1072, 12-14=-209/1072 WEBS 6-16=-48/609, 7-16=-289/127, 7-14=0/366, 7-12=-568/132, 9-12=-464/169, 10-12=-254/1339 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 2-1-8, Interior(1) 2-1-8 to 9-10-0, Exterior(2) 9-10-0 to 14-3-11, Interior(1) 14-3-11 to 31-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 10.0psf. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 261 lb uplift at joint 11. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 8) Load case(s) 1, 2, 18, 19, 20, 21, 36, 37, 38, 39 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-17=-60, 17-19=-100, 6-19=-60, 6-10=-60, 2-11=-20 Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss B7 Truss Type Piggyback Base Qty 1 Ply 1 WF98 Job Reference (optional) I38380495 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:19 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-xaNHZV?wDTS91MyrnEI8z385xL110XYeWsYDZHyiOGw LOAD CASE(S) Standard 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-17=-50, 17-19=-80, 6-19=-50, 6-10=-50, 2-22=-20, 22-23=-50, 23-24=-20, 24-25=-50, 25-26=-20, 11-26=-50 18) 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: 1-2=-55, 2-17=-58, 17-19=-88, 6-19=-58, 6-10=-34, 2-22=-20, 22-23=-50, 23-24=-20, 24-25=-50, 25-26=-20, 11-26=-50 Horz: 1-2=5, 2-6=8 Drag: 6-7=-0 19) 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: 1-2=-40, 2-17=-44, 17-19=-74, 6-19=-44, 6-10=-34, 2-22=-20, 22-23=-50, 23-24=-20, 24-25=-50, 25-26=-20, 11-26=-50 Horz: 1-2=-10, 2-6=-6 Drag: 6-7=-0 20) 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: 1-2=-31, 2-17=-34, 17-19=-64, 6-19=-34, 6-10=-44, 2-22=-20, 22-23=-50, 23-24=-20, 24-25=-50, 25-26=-20, 11-26=-50 Horz: 1-2=-19, 2-6=-16 Drag: 6-7=-0 21) 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: 1-2=-40, 2-17=-44, 17-19=-74, 6-19=-44, 6-10=-44, 2-22=-20, 22-23=-50, 23-24=-20, 24-25=-50, 25-26=-20, 11-26=-50 Horz: 1-2=-10, 2-6=-6 Drag: 6-7=-0 36) 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: 1-2=-55, 2-17=-58, 17-19=-88, 6-19=-58, 6-10=-34, 2-22=-20, 22-23=-50, 23-24=-20, 24-25=-50, 25-26=-20, 11-26=-50 Horz: 1-2=5, 2-6=8 Drag: 6-7=-0 37) 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: 1-2=-40, 2-17=-44, 17-19=-74, 6-19=-44, 6-10=-34, 2-22=-20, 22-23=-50, 23-24=-20, 24-25=-50, 25-26=-20, 11-26=-50 Horz: 1-2=-10, 2-6=-6 Drag: 6-7=-0 38) 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: 1-2=-31, 2-17=-34, 17-19=-64, 6-19=-34, 6-10=-44, 2-22=-20, 22-23=-50, 23-24=-20, 24-25=-50, 25-26=-20, 11-26=-50 Horz: 1-2=-19, 2-6=-16 Drag: 6-7=-0 39) 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: 1-2=-40, 2-17=-44, 17-19=-74, 6-19=-44, 6-10=-44, 2-22=-20, 22-23=-50, 23-24=-20, 24-25=-50, 25-26=-20, 11-26=-50 Horz: 1-2=-10, 2-6=-6 Drag: 6-7=-0 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss C1 Truss Type Hip Qty 1 Ply 1 WF98 Job Reference (optional) I38380496 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:20 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-Pmxfnr0Yzna0eWX1LxqNWHhOUlTll_hnkWHn5jyiOGv Scale = 1:55.7 1 2 34 5 6 78 9 10 15 14 13 12 11 16 17 18 19 20 21 3x4 5x6 4x6 3x4 3x4 3x10 4x4 3x4 4x4 4x4 4x4 4x4 4x4 8-1-38-1-3 15-10-147-9-11 24-0-08-1-2 -1-9-12 1-9-12 4-11-9 4-11-9 9-7-10 4-8-1 14-4-6 4-8-13 19-0-7 4-8-1 24-0-0 4-11-9 25-0-8 1-0-8 1-3-119-4-01-3-119-4-010.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [5:0-3-10,0-2-6], [6:0-3-8,0-1-4], [9:0-2-0,0-1-12] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.27 0.51 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.25 0.03 (loc) 12-14 12-14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 128 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-3 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 6-14 REACTIONS.(lb/size)15=1069/0-3-8, 11=1017/0-3-8 Max Horz 15=182(LC 10) Max Uplift 15=-251(LC 11), 11=-237(LC 12) Max Grav 15=1069(LC 1), 11=1030(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/169, 3-5=-977/368, 5-6=-661/325, 6-8=-1000/372, 8-9=-303/184, 2-15=-358/212, 9-11=-343/208 BOT CHORD 14-15=-204/816, 12-14=-67/634, 11-12=-143/735 WEBS 5-14=-109/358, 6-12=-146/430, 3-15=-932/178, 8-11=-914/168 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-9-12 to 1-2-4, Interior(1) 1-2-4 to 9-7-10, Exterior(2) 9-7-10 to 13-10-8, Interior(1) 13-10-8 to 14-4-6, Exterior(2) 14-4-6 to 18-7-5, Interior(1) 18-7-5 to 25-0-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 15 and 11. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss C2 Truss Type Common Qty 6 Ply 1 WF98 Job Reference (optional) I38380497 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:21 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-tyV1_B0Ak5jtGg6EvfLc3UDYY9oyUTmxzA1Kd9yiOGu Scale = 1:71.8 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 21 22 23 24 3x4 4x6 3x4 3x4 3x4 4x4 3x4 4x4 4x6 4x4 4x4 4x6 8-1-38-1-3 15-10-137-9-11 24-0-08-1-3 -1-9-12 1-9-12 6-1-12 6-1-12 12-0-0 5-10-4 17-10-4 5-10-4 24-0-0 6-1-12 25-0-8 1-0-8 1-3-1111-3-111-3-1110.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-3-0,Edge], [8:0-3-0,0-1-12], [10:0-1-12,0-2-0], [14:0-1-12,0-2-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.37 0.57 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.20 0.03 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 128 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 7-10 REACTIONS.(lb/size)14=1069/0-3-8, 10=1017/0-3-8 Max Horz 14=251(LC 10) Max Uplift 14=-258(LC 11), 10=-243(LC 12) Max Grav 14=1188(LC 18), 10=1140(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-400/248, 3-5=-1164/410, 5-7=-1172/414, 7-8=-434/264, 2-14=-469/268, 8-10=-470/263 BOT CHORD 13-14=-189/945, 11-13=-35/644, 10-11=-103/851 WEBS 5-11=-263/631, 7-11=-338/313, 5-13=-259/620, 3-13=-338/309, 3-14=-993/112, 7-10=-949/92 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-9-12 to 1-2-4, Interior(1) 1-2-4 to 12-0-0, Exterior(2) 12-0-0 to 15-0-0, Interior(1) 15-0-0 to 25-0-8 zone; cantilever left and right exposed ; end vertical 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 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. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 14 and 10. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss C3 Truss Type Common Qty 2 Ply 1 WF98 Job Reference (optional) I38380498 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:22 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-M93PBX1oVOrkuphQTMsrbimd?Z6DDw04Cpmt9byiOGt Scale = 1:71.7 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 21 22 23 24 3x4 4x6 3x4 3x4 3x4 4x4 3x4 4x4 4x6 3x6 3x6 4x6 8-1-38-1-3 15-10-137-9-11 24-0-08-1-3 -1-0-8 1-0-8 6-1-12 6-1-12 12-0-0 5-10-4 17-10-4 5-10-4 24-0-0 6-1-12 25-0-8 1-0-8 1-3-1111-3-111-3-1110.00 12 Plate Offsets (X,Y)-- [2:0-3-15,0-0-0], [5:0-3-0,Edge], [8:0-3-15,0-0-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.71 0.70 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.21 0.04 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 7-10 REACTIONS.(lb/size)14=1541/0-3-8, 10=1541/0-3-8 Max Horz 14=241(LC 10) Max Uplift 14=-244(LC 11), 10=-244(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-566/264, 3-5=-1546/416, 5-7=-1547/416, 7-8=-566/264, 2-14=-641/263, 8-10=-640/263 BOT CHORD 13-14=-193/1233, 11-13=-36/843, 10-11=-104/1132 WEBS 5-11=-263/757, 7-11=-433/313, 5-13=-263/756, 3-13=-433/313, 3-14=-1265/94, 7-10=-1264/94 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 12-0-0, Exterior(2) 12-0-0 to 15-0-0, Interior(1) 15-0-0 to 25-0-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) * 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. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 14 and 10. This connection is for uplift only and does not consider lateral forces. 6) Load case(s) 1, 2, 18, 19, 20, 21, 22, 23, 24, 25 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-5=-100, 5-8=-100, 8-9=-100, 10-14=-20 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-5=-80, 5-8=-80, 8-9=-80, 14-19=-20, 19-20=-50, 20-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 10-24=-20 Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss C3 Truss Type Common Qty 2 Ply 1 WF98 Job Reference (optional) I38380498 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:22 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-M93PBX1oVOrkuphQTMsrbimd?Z6DDw04Cpmt9byiOGt LOAD CASE(S) Standard 18) 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: 1-2=-85, 2-5=-95, 5-8=-80, 8-9=-70, 14-19=-20, 19-20=-50, 20-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 10-24=-20 Horz: 1-2=5, 2-5=15, 5-8=-0, 8-9=10, 2-14=23, 8-10=-1 19) 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: 1-2=-70, 2-5=-80, 5-8=-95, 8-9=-85, 14-19=-20, 19-20=-50, 20-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 10-24=-20 Horz: 1-2=-10, 2-5=0, 5-8=-15, 8-9=-5, 2-14=1, 8-10=-23 20) 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: 1-2=-61, 2-5=-71, 5-8=-80, 8-9=-70, 14-19=-20, 19-20=-50, 20-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 10-24=-20 Horz: 1-2=-19, 2-5=-9, 5-8=-0, 8-9=10, 2-14=21, 8-10=-2 21) 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: 1-2=-70, 2-5=-80, 5-8=-71, 8-9=-61, 14-19=-20, 19-20=-50, 20-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 10-24=-20 Horz: 1-2=-10, 2-5=0, 5-8=9, 8-9=19, 2-14=2, 8-10=-21 22) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-5=-100, 5-8=-60, 8-9=-60, 10-14=-20 23) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-8=-100, 8-9=-100, 10-14=-20 24) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-5=-80, 5-8=-50, 8-9=-50, 14-19=-20, 19-20=-50, 20-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 10-24=-20 25) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-5=-50, 5-8=-80, 8-9=-80, 14-19=-20, 19-20=-50, 20-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 10-24=-20 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss C4 Truss Type Common Qty 1 Ply 1 WF98 Job Reference (optional) I38380499 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:23 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-qLdoPt2QGizbVzGc04N48vIo6ySQyN9ERTWRi2yiOGs Scale = 1:71.7 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 22 23 3x4 4x6 3x4 3x4 3x4 4x4 3x4 4x4 4x8 3x6 3x6 4x8 8-1-38-1-3 15-10-137-9-11 24-0-08-1-3 6-1-12 6-1-12 12-0-0 5-10-4 17-10-4 5-10-4 24-0-0 6-1-12 25-0-8 1-0-8 1-3-1111-3-111-3-1110.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [7:0-4-9,0-0-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.75 0.70 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.21 0.04 (loc) 10-12 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 125 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-13, 6-9 REACTIONS.(lb/size)13=1420/0-3-8, 9=1544/0-3-8 Max Horz 13=-204(LC 9) Max Uplift 13=-223(LC 11), 9=-243(LC 12) Max Grav 13=1435(LC 18), 9=1544(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-470/196, 2-4=-1558/422, 4-6=-1548/415, 6-7=-551/265, 1-13=-464/193, 7-9=-631/263 BOT CHORD 12-13=-220/1244, 10-12=-32/846, 9-10=-128/1135 WEBS 4-10=-263/755, 6-10=-432/314, 4-12=-266/769, 2-12=-446/317, 2-13=-1330/156, 6-9=-1269/108 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-0-0, Exterior(2) 12-0-0 to 15-0-0, Interior(1) 15-0-0 to 25-0-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.0psf. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13 and 9. This connection is for uplift only and does not consider lateral forces. 6) Load case(s) 1, 2, 18, 19, 20, 21, 22, 23, 24, 25 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-100, 4-7=-100, 7-8=-100, 9-13=-20 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-80, 4-7=-80, 7-8=-80, 13-18=-20, 18-19=-50, 19-20=-20, 20-21=-50, 21-22=-20, 22-23=-50, 9-23=-20 Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss C4 Truss Type Common Qty 1 Ply 1 WF98 Job Reference (optional) I38380499 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:24 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-IXBAcD33105S77roanuJg7rzsMofhqONf7F_EUyiOGr LOAD CASE(S) Standard 18) 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: 1-4=-95, 4-7=-80, 7-8=-70, 13-18=-20, 18-19=-50, 19-20=-20, 20-21=-50, 21-22=-20, 22-23=-50, 9-23=-20 Horz: 1-4=15, 4-7=-0, 7-8=10 19) 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: 1-4=-80, 4-7=-95, 7-8=-85, 13-18=-20, 18-19=-50, 19-20=-20, 20-21=-50, 21-22=-20, 22-23=-50, 9-23=-20 Horz: 1-4=0, 4-7=-15, 7-8=-5 20) 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: 1-4=-71, 4-7=-80, 7-8=-70, 13-18=-20, 18-19=-50, 19-20=-20, 20-21=-50, 21-22=-20, 22-23=-50, 9-23=-20 Horz: 1-4=-9, 4-7=-0, 7-8=10 21) 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: 1-4=-80, 4-7=-71, 7-8=-61, 13-18=-20, 18-19=-50, 19-20=-20, 20-21=-50, 21-22=-20, 22-23=-50, 9-23=-20 Horz: 1-4=0, 4-7=9, 7-8=19 22) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-100, 4-7=-60, 7-8=-60, 9-13=-20 23) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-100, 7-8=-100, 9-13=-20 24) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-80, 4-7=-50, 7-8=-50, 13-18=-20, 18-19=-50, 19-20=-20, 20-21=-50, 21-22=-20, 22-23=-50, 9-23=-20 25) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-50, 4-7=-80, 7-8=-80, 13-18=-20, 18-19=-50, 19-20=-20, 20-21=-50, 21-22=-20, 22-23=-50, 9-23=-20 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss C5 Truss Type Common Qty 1 Ply 1 WF98 Job Reference (optional) I38380500 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:25 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-mjlYqZ3hoJDJlHQ?8VPYDKO8cm8uQGeXun?YmwyiOGq Scale = 1:71.7 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 22 23 3x4 4x6 3x4 3x4 3x4 4x4 3x4 4x4 4x8 3x6 3x6 4x8 8-1-38-1-3 15-10-137-9-11 24-0-08-1-3 6-1-12 6-1-12 12-0-0 5-10-4 17-10-4 5-10-4 24-0-0 6-1-12 25-0-8 1-0-8 1-3-1111-3-111-3-1110.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [7:0-4-9,0-0-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.75 0.70 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.21 0.04 (loc) 10-12 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 125 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-13, 6-9 REACTIONS.(lb/size)13=1420/Mechanical, 9=1544/0-3-8 Max Horz 13=-231(LC 7) Max Uplift 13=-223(LC 11), 9=-243(LC 12) Max Grav 13=1435(LC 18), 9=1544(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-470/196, 2-4=-1558/423, 4-6=-1550/415, 6-7=-566/264, 1-13=-464/193, 7-9=-640/263 BOT CHORD 12-13=-194/1243, 10-12=-35/845, 9-10=-104/1134 WEBS 4-10=-263/757, 6-10=-433/314, 4-12=-266/769, 2-12=-446/317, 2-13=-1330/156, 6-9=-1268/94 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-0-0, Exterior(2) 12-0-0 to 15-0-0, Interior(1) 15-0-0 to 25-0-8 zone; cantilever left and right exposed ; end vertical 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 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. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 13. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 9. This connection is for uplift only and does not consider lateral forces. 8) Load case(s) 1, 2, 18, 19, 20, 21, 22, 23, 24, 25 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-100, 4-7=-100, 7-8=-100, 9-13=-20 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-80, 4-7=-80, 7-8=-80, 13-18=-20, 18-19=-50, 19-20=-20, 20-21=-50, 21-22=-20, 22-23=-50, 9-23=-20 Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss C5 Truss Type Common Qty 1 Ply 1 WF98 Job Reference (optional) I38380500 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:25 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-mjlYqZ3hoJDJlHQ?8VPYDKO8cm8uQGeXun?YmwyiOGq LOAD CASE(S) Standard 18) 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: 1-4=-95, 4-7=-80, 7-8=-70, 13-18=-20, 18-19=-50, 19-20=-20, 20-21=-50, 21-22=-20, 22-23=-50, 9-23=-20 Horz: 1-4=15, 4-7=-0, 7-8=10, 7-9=-1 19) 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: 1-4=-80, 4-7=-95, 7-8=-85, 13-18=-20, 18-19=-50, 19-20=-20, 20-21=-50, 21-22=-20, 22-23=-50, 9-23=-20 Horz: 1-4=0, 4-7=-15, 7-8=-5, 7-9=-23 20) 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: 1-4=-71, 4-7=-80, 7-8=-70, 13-18=-20, 18-19=-50, 19-20=-20, 20-21=-50, 21-22=-20, 22-23=-50, 9-23=-20 Horz: 1-4=-9, 4-7=-0, 7-8=10, 7-9=-2 21) 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: 1-4=-80, 4-7=-71, 7-8=-61, 13-18=-20, 18-19=-50, 19-20=-20, 20-21=-50, 21-22=-20, 22-23=-50, 9-23=-20 Horz: 1-4=0, 4-7=9, 7-8=19, 7-9=-21 22) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-100, 4-7=-60, 7-8=-60, 9-13=-20 23) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-100, 7-8=-100, 9-13=-20 24) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-80, 4-7=-50, 7-8=-50, 13-18=-20, 18-19=-50, 19-20=-20, 20-21=-50, 21-22=-20, 22-23=-50, 9-23=-20 25) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-50, 4-7=-80, 7-8=-80, 13-18=-20, 18-19=-50, 19-20=-20, 20-21=-50, 21-22=-20, 22-23=-50, 9-23=-20 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss CJ1 Truss Type Diagonal Hip Girder Qty 3 Ply 1 WF98 Job Reference (optional) I38380501 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:26 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-EwJw1u4JZdLAMR?BiCwolYwRyAbc9pDg7Rk5JNyiOGp Scale = 1:43.7 1 2 3 4 7 6 589 2x4 3x4 2x4 4x4 4x4 3x4 TJC37 TJC37 TJC37 TJC37 4-2-34-2-3 8-4-54-2-3 -1-5-11 1-5-11 4-2-3 4-2-3 8-4-5 4-2-3 1-2-07-0-158.49 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [3:0-1-12,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.20 0.22 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.02 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 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.(lb/size)7=527/0-4-9, 5=470/Mechanical Max Horz 7=202(LC 7) Max Uplift 7=-187(LC 7), 5=-352(LC 7) Max Grav 7=527(LC 1), 5=508(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-499/179, 2-3=-447/177 BOT CHORD 5-6=-268/346 WEBS 2-6=-126/359, 3-6=-267/278, 3-5=-470/365 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 lb uplift at joint 5. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 7) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 2-9-8 from the left end to connect truss(es) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 8) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 5-7-7 from the left end to connect truss(es) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 9) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent spaced at 2-9-15 oc max. starting at 2-9-8 from the left end to 5-7-7 to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) 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, 2-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 8=-45(F=-22, B=-22) 9=-210(F=-105, B=-105)September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss CJ2 Truss Type Diagonal Hip Girder Qty 1 Ply 1 WF98 Job Reference (optional) I38380502 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:26 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-EwJw1u4JZdLAMR?BiCwolYwPTAVX9ixg7Rk5JNyiOGp Scale = 1:55.5 1 2 3 4 7 6 589 2x4 3x4 2x4 6x8 4x4 5x6 TJC37 TJC37 TJC37 TJC37 TJC37 TJC37 5-7-15-7-1 11-2-25-7-1 -1-5-11 1-5-11 5-7-1 5-7-1 11-2-2 5-7-1 1-2-09-0-138.49 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [3:0-3-0,0-3-4], [4:0-2-0,0-0-12], [5:Edge,0-4-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.36 0.61 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.09 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-7-3 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.(lb/size)7=770/0-4-9, 5=838/Mechanical Max Horz 7=262(LC 7) Max Uplift 7=-322(LC 7), 5=-595(LC 7) Max Grav 7=770(LC 1), 5=882(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-732/297, 2-3=-789/347 BOT CHORD 6-7=-313/163, 5-6=-455/619 WEBS 2-6=-256/537, 3-6=-474/573, 3-5=-801/590 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 595 lb uplift at joint 5. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 7) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent spaced at 2-9-15 oc max. starting at 2-9-8 from the left end to 8-5-6 to connect truss(es) to front face of bottom chord. 8) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent spaced at 2-9-15 oc max. starting at 2-9-8 from the left end to 8-5-6 to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 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, 2-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-210(F=-105, B=-105) 8=-45(F=-22, B=-22) 9=-386(F=-189, B=-197) September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss CJ3 Truss Type Diagonal Hip Girder Qty 1 Ply 1 WF98 Job Reference (optional) I38380503 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:27 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-i6sIFE5xKxT1_bZNFwS1IlTcGax2uFgpL5UerpyiOGo Scale = 1:60.7 1 2 3 4 7 6 58 2x4 3x4 2x4 4x4 4x4 3x4 TJC37 TJC37 4-3-94-3-9 8-7-34-3-9 -1-1-8 1-1-8 4-3-9 4-3-9 8-7-3 4-3-9 1-2-09-1-511.09 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-1-8,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.23 0.15 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.02 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 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.(lb/size)7=502/0-3-10, 5=453/Mechanical Max Horz 7=263(LC 7) Max Uplift 7=-73(LC 7), 5=-365(LC 7) Max Grav 7=502(LC 1), 5=492(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-480/98, 2-3=-427/134 BOT CHORD 6-7=-263/91, 5-6=-231/285 WEBS 2-6=-83/322, 3-6=-239/267, 3-5=-431/349 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 365 lb uplift at joint 5. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 7) Use Simpson Strong-Tie TJC37 (4 nail, 22-30) or equivalent at 5-0-12 from the left end to connect truss(es) to front face of bottom chord, skewed 67.5 deg.to the left, sloping 0.0 deg. down. 8) Use Simpson Strong-Tie TJC37 (4 nail, 150-157) or equivalent at 5-0-12 from the left end to connect truss(es) to back face of bottom chord, skewed 67.5 deg.to the right, sloping 0.0 deg. down. 9) Fill all nail holes where hanger is in contact with lumber. 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, 2-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 8=-214(F=-107, B=-107) September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss CJ4 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 2 WF98 Job Reference (optional) I38380504 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:28 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-AIQhSa6Z5Ebtck8apdzGrz0n7zCNdfSzalDCNFyiOGn Scale = 1:59.4 1 2 3 4 5 9 8 7 61011121314 4x6 3x6 2x4 4x4 8x8 3x4 8x8 4x6 Special Special Special Special TJC37 TJC37 0-0-30-0-3 3-1-103-1-7 5-11-122-10-2 9-1-63-1-10 -1-2-4 1-2-4 3-1-10 3-1-10 5-11-12 2-10-2 9-1-6 3-1-10 1-2-09-2-210.55 12 Plate Offsets (X,Y)-- [2:0-2-4,0-1-8], [3:0-0-12,0-1-8], [4:0-1-8,0-2-0], [6:0-2-0,0-2-4], [7:0-3-8,0-5-8], [8:0-3-8,0-6-0], [9:0-3-0,0-1-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.22 0.46 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF No.2 *Except* 2-9: 2x6 SPF No.2 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.(lb/size)9=4250/0-3-9, 6=3428/Mechanical Max Horz 9=265(LC 7) Max Uplift 9=-523(LC 7), 6=-730(LC 7) Max Grav 9=4250(LC 1), 6=3453(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-2779/349, 2-3=-3170/397, 3-4=-1870/266 BOT CHORD 8-9=-313/549, 7-8=-467/2319, 6-7=-287/1385 WEBS 2-8=-234/1848, 3-8=-259/1840, 3-7=-1462/283, 4-7=-666/3755, 4-6=-3061/633 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: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 730 lb uplift at joint 6. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 9. This connection is for uplift only and does not consider lateral forces. 9) Use Simpson Strong-Tie TJC37 (4 nail, 150-157) or equivalent spaced at 4-2-5 oc max. starting at 2-2-13 from the left end to 6-5-2 to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1725 lb down and 211 lb up at 1-0-1, 1699 lb down and 210 lb up at 3-1-1, and 1674 lb down and 229 lb up at 5-2-2, and 1742 lb down and 265 lb up at 7-3-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss CJ4 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 2 WF98 Job Reference (optional) I38380504 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:28 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-AIQhSa6Z5Ebtck8apdzGrz0n7zCNdfSzalDCNFyiOGn LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 8=-1699(F) 10=-1725(F) 11=-20(B) 12=-1674(F) 13=-160(B) 14=-1617(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss CJ5 Truss Type Diagonal Hip Girder Qty 1 Ply 1 WF98 Job Reference (optional) I38380505 8.310 s Jul 27 2019 MiTek Industries, Inc. Tue Sep 3 10:45:43 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:Um_h1SBa69j26iIGf2kzHoyk5LV-EqWNTmv99Q4QYmzZAB_p5fZWoNy5mwEh6ZJhVGyhMhM Scale = 1:22.6 1 2 3 4 7 6 5 8 9 5x9 2x8 4x6 3x4 2x4 3-11-113-11-11 7-11-63-11-11 -1-5-11 1-5-11 3-11-11 3-11-11 7-11-6 3-11-11 0-10-123-8-74.24 12 Plate Offsets (X,Y)-- [2:0-1-0,0-2-12], [7:0-3-8,0-0-12], [7:0-0-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.52 0.48 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.05 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-7: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=790/0-3-14, 5=702/Mechanical Max Horz 7=105(LC 3) Max Uplift 7=-197(LC 3), 5=-196(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-644/157, 2-3=-793/166 BOT CHORD 7-8=-209/673, 6-8=-209/673, 6-9=-209/673, 5-9=-209/673 WEBS 3-5=-716/225 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 197 lb uplift at joint 7 and 196 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 44 lb down and 31 lb up at 2-9-8, 44 lb down and 31 lb up at 2-9-8, and 169 lb down and 75 lb up at 5-7-7, and 169 lb down and 75 lb up at 5-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-4=-100, 5-7=-20 Concentrated Loads (lb) Vert: 8=-74(F=-37, B=-37) 9=-339(F=-169, B=-169) September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss CJ6 Truss Type Diagonal Hip Girder Qty 1 Ply 1 WF98 Job Reference (optional) I38380506 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:30 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-7hYRtG7qdsrbr2Iyw2?kwO51Mnmr5YcG23iJS8yiOGl Scale = 1:25.8 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 3x6 2x4 5x6 5x12 MT20HS 4x8 4x8 3x4 8x8 8x8 4x6 TJC37 TJC37 TJC37 TJC37TJC37TJC37 TJC37 TJC37 5-1-85-1-8 7-11-152-10-6 10-10-52-10-6 14-0-33-1-14 -1-8-14 1-8-14 5-1-8 5-1-8 7-11-15 2-10-6 10-10-5 2-10-6 14-0-3 3-1-14 0-5-132-1-101.41 12 Plate Offsets (X,Y)-- [2:0-3-12,0-1-3], [3:0-2-3,4-11-8], [8:0-3-0,0-2-12], [9:0-3-8,0-5-12], [10:0-4-0,0-6-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.62 0.97 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.19 -0.43 0.04 (loc) 10-11 10-11 8 l/defl >856 >380 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 71 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2250F 1.8E *Except* 8-10: 2x8 SP No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-9-6 oc bracing. REACTIONS.(lb/size)8=1309/Mechanical, 2=1105/0-3-14 Max Horz 2=57(LC 18) Max Uplift 8=-501(LC 3), 2=-433(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3939/1455, 3-5=-3920/1465, 5-6=-2490/936 BOT CHORD 2-11=-1480/3884, 10-11=-1480/3884, 9-10=-1481/3888, 8-9=-945/2467 WEBS 5-10=-192/505, 5-9=-1501/567, 6-9=-441/1145, 6-8=-2623/1004 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 501 lb uplift at joint 8. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 8) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent spaced at 5-7-14 oc max. starting at 2-9-8 from the left end to 8-5-6 to connect truss(es) to front face of bottom chord. 9) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 5-7-7 from the left end to connect truss(es) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 10) Use Simpson Strong-Tie TJC37 (6 nail, 30-90) or equivalent at 11-3-5 from the left end to connect truss(es) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 11) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent spaced at 2-9-15 oc max. starting at 2-9-8 from the left end to 8-5-6 to connect truss(es) to back face of bottom chord. 12) Use Simpson Strong-Tie TJC37 (6 nail 90-150) or equivalent at 11-3-5 from the left end to connect truss(es) to back face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. 13) Fill all nail holes where hanger is in contact with lumber. 14) 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 Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss CJ6 Truss Type Diagonal Hip Girder Qty 1 Ply 1 WF98 Job Reference (optional) I38380506 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:30 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-7hYRtG7qdsrbr2Iyw2?kwO51Mnmr5YcG23iJS8yiOGl LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-60, 2-8=-20 Concentrated Loads (lb) Vert: 12=-67(F=-33, B=-33) 13=-212(F=-106, B=-106) 14=-380(F=-190, B=-190) 15=-544(F=-272, B=-272) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss D1 Truss Type Common Supported Gable Qty 1 Ply 1 WF98 Job Reference (optional) I38380507 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:32 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-34gBIy949T5J4MSL2T1C?pATMafQZWvZVNBPW0yiOGj Scale = 1:79.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 4x4 4x4 3x4 4x4 3x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 22-0-022-0-0 -1-0-8 1-0-8 11-0-0 11-0-0 22-0-0 11-0-0 23-0-8 1-0-8 1-6-212-6-21-6-212.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [6:0-3-0,0-3-0], [10:0-3-0,0-3-0], [14:0-2-0,0-1-12] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.14 0.13 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.01 (loc) 15 15 16 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 148 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 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. WEBS 1 Row at midpt 8-23, 7-24, 9-22 REACTIONS.All bearings 22-0-0. (lb) - Max Horz 29=270(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 24, 25, 26, 27, 22, 19, 18 except 29=-284(LC 7), 16=-244(LC 8), 28=-283(LC 8), 20=-100(LC 12), 17=-264(LC 12) Max Grav All reactions 250 lb or less at joint(s) 24, 25, 26, 27, 22, 20, 19, 18 except 29=347(LC 8), 16=307(LC 7), 23=363(LC 12), 28=319(LC 9), 17=290(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-216/275, 7-8=-276/345, 8-9=-276/345, 9-10=-216/275 WEBS 8-23=-427/277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-8 to 1-11-8, Exterior(2) 1-11-8 to 11-0-0, Corner(3) 11-0-0 to 14-0-0, Exterior(2) 14-0-0 to 23-0-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 2-0-0 oc. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 25, 26, 27, 22, 19, 18 except (jt=lb) 29=284, 16=244, 28=283, 20=100, 17=264. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss D2 Truss Type Common Qty 1 Ply 1 WF98 Job Reference (optional) I38380508 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:33 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-XGEZVIAiwnDAiW1XcAYRY0jcS_wuIuiik1xz2TyiOGi Scale = 1:77.1 1 2 3 4 5 6 7 89 14 13 12 11 10 15 16 17 18 19 20 3x4 4x4 3x4 3x4 3x6 4x8 2x4 4x8 2x4 4x6 3x4 4x6 7-5-37-5-3 14-6-137-1-11 22-0-07-5-3 -1-0-8 1-0-8 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 23-0-8 1-0-8 1-6-212-6-21-6-212.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [5:0-2-0,0-1-8], [8:0-2-12,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.31 0.44 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.21 0.01 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 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.(lb/size)14=940/0-3-8, 10=940/0-3-8 Max Horz 14=-270(LC 9) Max Uplift 14=-114(LC 11), 10=-114(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-917/162, 3-5=-837/284, 5-7=-837/284, 7-8=-917/162, 2-14=-873/184, 8-10=-873/184 BOT CHORD 13-14=-253/331, 11-13=-44/484 WEBS 5-11=-223/487, 7-11=-325/255, 5-13=-223/487, 3-13=-324/256, 2-13=-10/547, 8-11=-14/551 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 23-0-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) * 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. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 14 and 10. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss D3 Truss Type Common Qty 1 Ply 1 WF98 Job Reference (optional) I38380509 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:34 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-?SnyjeAKg4L1Kfcj9u4g4EGmwOG71KqryhgWbvyiOGh Scale = 1:77.1 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 3x4 4x4 3x4 3x4 3x6 4x8 2x4 4x8 2x4 4x6 3x4 4x6 7-5-37-5-3 14-6-137-1-11 22-0-07-5-3 -1-0-8 1-0-8 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 1-6-212-6-21-6-212.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [5:0-2-0,0-1-8], [8:0-2-12,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.33 0.44 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.21 0.01 (loc) 10-12 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 125 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=942/0-3-8, 9=866/0-3-8 Max Horz 13=246(LC 8) Max Uplift 13=-114(LC 12), 9=-110(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-919/162, 3-5=-840/283, 5-7=-843/292, 7-8=-920/159, 2-13=-875/183, 8-9=-800/146 BOT CHORD 12-13=-247/307, 10-12=-38/467 WEBS 5-10=-226/494, 7-10=-335/265, 5-12=-223/487, 3-12=-325/256, 2-12=-10/549, 8-10=-45/553 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 21-10-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.0psf. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13 and 9. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss D4 Truss Type Common Qty 2 Ply 1 WF98 Job Reference (optional) I38380510 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:35 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-TfLKwzByROTuxpBwjbbvdRoxgocMmn4?BLQ47LyiOGg Scale = 1:77.1 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 3x4 4x4 3x4 3x4 3x6 4x8 2x4 4x8 2x4 4x6 3x4 4x6 7-5-37-5-3 14-6-137-1-11 22-0-07-5-3 -1-0-8 1-0-8 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 1-6-212-6-21-6-212.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [5:0-2-0,0-1-8], [8:0-2-12,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.33 0.44 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.21 0.01 (loc) 10-12 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 125 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=942/0-3-8, 9=866/0-3-8 Max Horz 13=246(LC 8) Max Uplift 13=-114(LC 12), 9=-110(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-919/162, 3-5=-840/283, 5-7=-843/292, 7-8=-920/159, 2-13=-875/183, 8-9=-800/146 BOT CHORD 12-13=-247/307, 10-12=-38/467 WEBS 5-10=-226/494, 7-10=-335/265, 5-12=-223/487, 3-12=-325/256, 2-12=-10/549, 8-10=-45/553 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 21-10-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.0psf. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13 and 9. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss D5 Truss Type Common Qty 1 Ply 1 WF98 Job Reference (optional) I38380511 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:36 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-xrvi7JCaCiclZzm6HI689fL6QCybVEK8Q?9dfoyiOGf Scale = 1:77.1 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 3x4 4x4 3x4 3x4 3x6 4x8 2x4 4x8 2x4 4x6 3x4 4x6 7-5-37-5-3 14-6-137-1-11 22-0-07-5-3 -1-0-8 1-0-8 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 1-6-212-6-21-6-212.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [5:0-2-0,0-1-8], [8:0-2-12,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.33 0.44 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.21 0.01 (loc) 10-12 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 125 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=942/0-3-8, 9=866/0-3-8 Max Horz 13=246(LC 8) Max Uplift 13=-114(LC 12), 9=-110(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-919/162, 3-5=-840/283, 5-7=-843/292, 7-8=-920/159, 2-13=-875/183, 8-9=-800/146 BOT CHORD 12-13=-247/307, 10-12=-38/467 WEBS 5-10=-226/494, 7-10=-335/265, 5-12=-223/487, 3-12=-325/256, 2-12=-10/549, 8-10=-45/553 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 21-10-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.0psf. 4) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13 and 9. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss E1 Truss Type Hip Qty 1 Ply 1 WF98 Job Reference (optional) I38380512 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:37 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-P1T4LfDDz?kcB7KIr0dNisuA5bG3Eq8IffvABEyiOGe Scale = 1:51.5 1 2 3 4 5 6 7 8 9 10 11 4x6 4x6 5x10 5x6 5x6 5x8 5x10 5x6 5x6 9-7-09-7-0 19-2-09-7-0 -1-0-8 1-0-8 7-9-14 7-9-14 11-4-2 3-6-4 19-2-0 7-9-14 20-2-8 1-0-8 1-2-08-11-141-2-08-11-1412.00 12 Plate Offsets (X,Y)-- [9:0-4-0,0-3-4] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.78 0.55 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.29 0.02 (loc) 2-9 2-9 7 l/defl >999 >790 n/a L/d 240 180 n/a PLATES MT20 Weight: 111 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 -H 5-10-5, Right 2x8 SP No.2 -H 5-10-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=829/0-3-8, 7=829/0-3-8 Max Horz 2=-172(LC 9) Max Uplift 2=-101(LC 11), 7=-101(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-771/151, 4-5=-453/184, 5-7=-771/151 BOT CHORD 2-9=-71/426, 7-9=-32/425 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 7-9-14, Exterior(2) 7-9-14 to 15-7-1, Interior(1) 15-7-1 to 20-2-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 7. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss E2 Truss Type Common Qty 4 Ply 1 WF98 Job Reference (optional) I38380513 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:38 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-uE1SY?ErkJsToHvVOj8cF4QUT?ZPzE?RtJekkgyiOGd Scale = 1:66.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 3x4 4x4 3x4 5x12 MT20HS 5x6 5x6 5x10 2x4 2x4 5x12 MT20HS 5x6 5x6 9-7-09-7-0 19-2-09-7-0 -1-0-8 1-0-8 4-11-4 4-11-4 9-7-0 4-7-12 14-2-12 4-7-12 19-2-0 4-11-4 20-2-8 1-0-8 1-2-010-9-01-2-012.00 12 Plate Offsets (X,Y)-- [12:0-5-0,0-3-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.23 0.74 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.43 0.02 (loc) 2-12 2-12 10 l/defl >999 >535 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 107 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 -H 3-8-15, Right 2x8 SP No.2 -H 3-8-15 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.(lb/size)2=829/0-3-8, 10=829/0-3-8 Max Horz 2=-206(LC 9) Max Uplift 2=-102(LC 11), 10=-102(LC 12) Max Grav 2=830(LC 18), 10=830(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-836/151, 4-6=-662/188, 6-8=-662/188, 8-10=-835/151 BOT CHORD 2-12=-111/601, 10-12=-36/518 WEBS 6-12=-164/558 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 9-7-0, Exterior(2) 9-7-0 to 12-7-0, Interior(1) 12-7-0 to 20-2-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 10. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss E3 Truss Type Common Qty 1 Ply 1 WF98 Job Reference (optional) I38380514 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:39 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-MQbrmLETVd_KQRUhyRfrnHzfCPuZig2a6zOHG6yiOGc Scale = 1:66.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 185x12 MT20HS 5x6 5x6 4x4 3x4 5x10 2x4 2x4 5x12 MT20HS 5x6 5x6 9-7-09-7-0 19-2-09-7-0 4-11-4 4-11-4 9-7-0 4-7-12 14-2-12 4-7-12 19-2-0 4-11-4 20-2-8 1-0-8 1-2-010-9-01-2-012.00 12 Plate Offsets (X,Y)-- [10:0-5-0,0-3-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.23 0.74 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.43 0.02 (loc) 1-10 1-10 8 l/defl >999 >530 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 106 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 -H 3-8-15, Right 2x8 SP No.2 -H 3-8-15 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.(lb/size)1=765/0-3-8, 8=831/0-3-8 Max Horz 1=-204(LC 9) Max Uplift 1=-94(LC 12), 8=-102(LC 12) Max Grav 1=783(LC 19), 8=831(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-837/152, 3-4=-664/193, 4-6=-664/189, 6-8=-838/152 BOT CHORD 1-10=-112/605, 8-10=-37/520 WEBS 4-10=-170/561 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-7-0, Exterior(2) 9-7-0 to 12-7-0, Interior(1) 12-7-0 to 20-2-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 8. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss E4 Truss Type Common Qty 1 Ply 1 WF98 Job Reference (optional) I38380515 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:40 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-qc9DzhF5Gw6A2b3tW8A4KVWsFpPjRC4kLd7qoZyiOGb Scale = 1:21.8 1 2 3 4 2x4 4x4 2x4 2x4 2-6-02-6-0 5-0-02-6-0 2-6-0 2-6-0 5-0-0 2-6-0 0-5-32-11-30-5-312.00 12 Plate Offsets (X,Y)-- [1:0-2-6,0-1-0], [3:0-2-6,0-1-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.09 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=188/0-3-8, 3=188/0-3-8 Max Horz 1=-50(LC 7) Max Uplift 1=-23(LC 12), 3=-23(LC 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 3. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G1 Truss Type Piggyback Base Girder Qty 1 Ply 3 WF98 Job Reference (optional) I38380516 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:42 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-m?GzONHLoYMuHuDGdZDYPwbAnc?av?G1oxcxtRyiOGZ Scale = 1:115.3 12 3 4 5 6 7 8 9 10 11 1213 22 21 20 19 18 17 16 15 142324252627282930 31 32 4x6 6x8 4x6 5x6 6x8 6x8 4x4 3x6 5x6 4x4 5x6 5x8 2x4 3x6 5x8 4x8 2x4 6x8 6x8 6x8 TJC37 TJC37 TJC37 TJC37 TJC37 SpecialTJC37 TJC37 TJC37 TJC37 TJC37 Special 5-8-85-8-8 11-4-85-7-15 17-0-75-7-15 26-5-89-5-1 35-8-149-3-5 45-1-159-5-1 54-11-159-10-0 -1-5-11 1-5-11 5-8-8 5-8-8 11-4-8 5-7-15 17-0-7 5-7-15 26-5-8 9-5-1 35-8-14 9-3-5 45-1-15 9-5-1 49-11-3 4-9-4 54-11-15 5-0-12 56-0-7 1-0-8 0-11-911-0-01-2-011-0-07.07 12 12.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-2-0], [5:0-1-12,0-2-0], [6:0-5-4,0-3-0], [10:0-3-4,0-2-12] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.21 0.40 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.20 0.06 (loc) 19-21 19-21 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 1378 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x10 SP No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=4331/0-3-13, 12=2868/0-3-8 Max Horz 2=-212(LC 5) Max Uplift 2=-1637(LC 7), 12=-588(LC 3) Max Grav 2=4331(LC 1), 12=2889(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7192/2709, 3-5=-6727/2490, 5-6=-5542/1973, 6-7=-4583/1461, 7-9=-4582/1461, 9-10=-2361/630, 10-11=-3381/834, 11-12=-3561/802 BOT CHORD 2-22=-2384/5918, 21-22=-2384/5918, 19-21=-2240/5723, 18-19=-1754/4760, 16-18=-1092/3860, 14-16=-1092/3860, 12-14=-475/2303 WEBS 3-22=-264/372, 3-21=-270/268, 5-21=-877/1523, 5-19=-1645/936, 6-19=-1287/2649, 6-18=-961/1110, 7-18=-582/222, 9-18=-579/1238, 9-16=0/499, 9-14=-2288/802, 10-14=-462/1978 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 - 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1637, 12=588. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 2-6-8 from the left end to connect truss(es) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 11) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent spaced at 2-9-15 oc max. starting at 5-4-7 from the left end to 8-2-6 to connect truss(es) to front face of bottom chord. 12) Use Simpson Strong-Tie TJC37 (6 nail, 30-90) or equivalent spaced at 2-9-15 oc max. starting at 11-0-5 from the left end to 13-10-4 to connect truss(es) to front face of bottom chord. Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G1 Truss Type Piggyback Base Girder Qty 1 Ply 3 WF98 Job Reference (optional) I38380516 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:42 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-m?GzONHLoYMuHuDGdZDYPwbAnc?av?G1oxcxtRyiOGZ NOTES- 13) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent spaced at 2-9-15 oc max. starting at 2-6-8 from the left end to 8-2-6 to connect truss(es) to back face of bottom chord. 14) Use Simpson Strong-Tie TJC37 (6 nail 90-150) or equivalent spaced at 2-9-15 oc max. starting at 11-0-5 from the left end to 13-10-4 to connect truss(es) to back face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 426 lb down and 257 lb up at 16-8-3, and 426 lb down and 257 lb up at 16-8-3 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 Uniform Loads (plf) Vert: 1-6=-60, 6-10=-60, 10-13=-60, 2-12=-20 Concentrated Loads (lb) Vert: 20=-690(F=-345, B=-345) 23=-28(F=-14, B=-14) 24=-194(F=-97, B=-97) 25=-363(F=-182, B=-182) 26=-528(F=-264, B=-264) 27=-851(F=-426, B=-426) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G2 Truss Type Roof Special Girder Qty 1 Ply 2 WF98 Job Reference (optional) I38380517 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:53 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-x6R7i7PFCwlK6aZNnNv7MEYxn2cK_uyeK8n0mIyiOGO Scale = 1:114.1 12 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 1525262728293031323334353637383940 5x6 10x12 MT20HS 4x6 8x8 10x12 8x8 8x8 12x20 4x4 4x8 3x6 2x4 5x8 3x6 5x8 8x8 2x4 5x8 4x6 6x8 8x8 5x6 3x6 TJC37 TJC37 TJC37 TJC37 SpecialTJC37TJC37 TJC37 TJC37 Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special 1-9-4 1-9-4 4-9-0 2-11-12 11-2-2 6-5-2 19-5-15 8-3-13 27-8-0 8-2-1 35-10-1 8-2-1 44-1-14 8-3-13 52-0-11 7-10-13 -1-5-111-5-11 1-9-4 1-9-4 4-9-02-11-12 11-2-26-5-2 19-5-158-3-13 27-8-08-2-1 35-10-18-2-1 44-1-148-3-13 48-0-123-10-14 52-0-113-11-15 1-2-09-0-131-2-09-0-138.49 12 12.00 12 Plate Offsets (X,Y)-- [2:Edge,0-4-12], [3:0-1-8,0-2-4], [4:0-1-12,0-2-0], [6:0-8-8,0-4-4], [11:0-4-0,0-2-4], [12:0-6-0,0-3-8], [14:0-0-0,0-4-0], [15:0-4-0,0-4-12], [18:0-2-0,0-2-8], [22:0-10-0,0-8-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.67 0.96 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.35 -0.65 0.18 (loc) 18-20 18-20 14 l/defl >999 >953 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 865 lb FT = 20% GRIP 169/123 148/108 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x10 SP No.2 WEBS 2x4 SPF No.2 *Except* 7-22,7-18,11-18,11-15: 2x4 SPF-S 1650F 1.6E SLIDER Left 2x4 SPF No.2 -H 1-8-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-14 oc purlins, except 2-0-0 oc purlins (4-4-2 max.): 6-12. BOT CHORD Rigid ceiling directly applied or 8-8-0 oc bracing. WEBS 1 Row at midpt 11-15 REACTIONS.(lb/size)14=6317/0-3-8 (req. 0-4-15), 2=8329/0-4-3 (req. 0-6-9) Max Horz 2=169(LC 6) Max Uplift 14=-3098(LC 3), 2=-3752(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10384/4729, 3-4=-11619/5325, 4-6=-12270/5547, 6-7=-10056/4609, 7-9=-11371/5685, 9-11=-11371/5685, 11-12=-5704/3002, 12-13=-7993/4133, 13-14=-8201/4119 BOT CHORD 2-24=-3353/7010, 23-24=-3353/7010, 22-23=-4460/9470, 20-22=-5636/11589, 18-20=-5636/11589, 17-18=-4811/9434, 15-17=-4811/9434, 14-15=-2624/5263 WEBS 4-22=-333/717, 6-22=-3064/6578, 7-22=-2528/1545, 7-20=-810/1551, 7-18=-415/163, 9-18=-477/175, 11-18=-1282/2818, 11-17=-866/1597, 11-15=-5405/2715, 12-15=-2786/5201, 13-15=-406/603, 4-23=-939/235, 3-24=-634/268, 3-23=-1285/2856 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 0-7-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-3-0 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right 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 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) WARNING: Required bearing size at joint(s) 14, 2 greater than input bearing size. 9) All bearings are assumed to be User Defined crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=3098, 2=3752. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G2 Truss Type Roof Special Girder Qty 1 Ply 2 WF98 Job Reference (optional) I38380517 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:54 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-QJ?WvTQtzEtBjk8ZK4RMuR56XSyZjLCoZoWaIlyiOGN NOTES- 12) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent spaced at 2-9-15 oc max. starting at 1-10-0 from the left end to 4-7-15 to connect truss(es) to front face of bottom chord. 13) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 7-5-14 from the left end to connect truss(es) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 14) Use Simpson Strong-Tie TJC37 (6 nail, 30-90) or equivalent at 10-3-13 from the left end to connect truss(es) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 15) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent spaced at 2-9-15 oc max. starting at 1-10-0 from the left end to 7-5-14 to connect truss(es) to back face of bottom chord. 16) Use Simpson Strong-Tie TJC37 (6 nail 90-150) or equivalent at 10-3-13 from the left end to connect truss(es) to back face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. 17) Fill all nail holes where hanger is in contact with lumber. 18) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 431 lb down and 386 lb up at 11-3-10, 3433 lb down and 751 lb up at 11-4-12, 288 lb down and 226 lb up at 11-11-15, 288 lb down and 226 lb up at 13-11-15, 288 lb down and 226 lb up at 15-11-15, 288 lb down and 226 lb up at 17-11-15 , 288 lb down and 226 lb up at 19-11-15, 288 lb down and 226 lb up at 21-11-15, 288 lb down and 226 lb up at 23-11-15, 288 lb down and 226 lb up at 25-11-15, 288 lb down and 226 lb up at 27-11-15, 288 lb down and 226 lb up at 29-11-15, 288 lb down and 226 lb up at 31-11-15, 288 lb down and 226 lb up at 33-11-15, 288 lb down and 226 lb up at 35-11-15, 288 lb down and 226 lb up at 37-11-15, 288 lb down and 226 lb up at 39-11-15, and 288 lb down and 226 lb up at 41-11-15, and 1092 lb down and 850 lb up at 43-11-15 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 Uniform Loads (plf) Vert: 1-6=-60, 6-12=-60, 12-14=-60, 2-14=-20 Concentrated Loads (lb) Vert: 21=-282(B) 22=-3839(F=-3407, B=-431) 17=-282(B) 15=-1092(B) 16=-282(B) 19=-282(B) 23=-150(F=-75, B=-75) 25=-322(F=-161, B=-161) 26=-487(F=-243, B=-243) 27=-282(B) 29=-282(B) 30=-282(B) 31=-282(B) 32=-282(B) 33=-282(B) 34=-282(B) 35=-282(B) 37=-282(B) 38=-282(B) 39=-282(B) 40=-282(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G3 Truss Type Piggyback Base Girder Qty 1 Ply 2 WF98 Job Reference (optional) I38380518 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:56 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-Mh7GK9R7Vr7vz2HySVTqzsASrGmvBHf506?hMdyiOGL Scale = 1:93.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15272829303132 5x8 5x6 5x8 3x6 5x6 6x8 6x10 6x8 5x6 3x6 5x6 5x8 5x8 2x4 3x6 3x10 5x8 4x6 10x12 4x8 6x8 6x8 3x6 5x6 7x16 TJC37 Special Special 4-5-14 4-5-14 8-8-4 4-2-6 11-8-4 3-0-0 19-4-3 7-7-15 25-10-7 6-6-3 32-4-10 6-6-3 35-11-10 3-7-0 39-6-10 3-7-0 43-0-0 3-5-6 45-1-7 2-1-7 45-2-3 0-0-12 -1-0-8 1-0-8 4-5-14 4-5-14 8-8-4 4-2-6 11-8-4 3-0-0 12-10-0 1-1-12 19-4-3 6-6-3 25-10-7 6-6-3 32-4-10 6-6-3 35-11-10 3-7-0 39-6-10 3-7-0 43-0-0 3-5-6 45-2-3 2-2-3 1-2-09-10-43-10-011-0-00-6-311-0-012.00 12 7.07 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-2], [2:0-0-3,0-3-14], [2:Edge,0-0-3], [3:0-3-0,0-3-0], [4:0-6-4,0-1-12], [6:0-5-4,0-2-0], [10:0-2-8,Edge], [11:0-1-12,0-2-0], [12:0-4-0,0-3-4], [13:0-1-0,0-2-0], [14:0-6-12,Edge], [16:0-3-8,0-7-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.69 0.46 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.33 0.05 (loc) 17 17 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 799 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP 2250F 1.9E *Except* 19-21,21-23: 2x10 SP No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 SLIDER Right 2x4 SPF No.2 -H 1-2-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5, 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=2325/0-3-8, 14=6264/0-3-7 (req. 0-5-0) Max Horz 2=208(LC 6) Max Uplift 2=-280(LC 7), 14=-502(LC 8) Max Grav 2=2325(LC 1), 14=6412(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2771/291, 3-4=-2693/345, 4-5=-2256/304, 5-6=-3140/445, 6-7=-2908/356, 7-9=-2908/356, 9-10=-3198/397, 10-11=-4536/512, 11-12=-6279/610, 12-13=-10029/895, 13-14=-10832/879 BOT CHORD 2-26=-307/1751, 25-26=-307/1751, 24-25=-275/1849, 22-24=-303/2192, 20-22=-352/3210, 18-20=-352/3210, 17-18=-341/4420, 16-17=-703/8457, 15-16=-733/9226, 14-15=-733/9226 WEBS 4-25=-110/332, 4-24=-202/1385, 5-24=-2166/327, 6-24=-237/795, 6-22=-222/1410, 7-22=-402/150, 9-22=-637/113, 9-20=0/274, 9-18=-688/485, 10-18=-286/2917, 11-18=-2634/396, 12-16=-346/4139, 13-16=-657/114, 13-15=-181/760, 11-17=-319/3354, 12-17=-5460/562 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 0-4-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-2-0 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.0psf. 6) WARNING: Required bearing size at joint(s) 14 greater than input bearing size. 7) All bearings are assumed to be User Defined crushing capacity of 425 psi. Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G3 Truss Type Piggyback Base Girder Qty 1 Ply 2 WF98 Job Reference (optional) I38380518 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:56 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-Mh7GK9R7Vr7vz2HySVTqzsASrGmvBHf506?hMdyiOGL NOTES- 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 14. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 0-10-6 from the left end to connect truss(es) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 11) Fill all nail holes where hanger is in contact with lumber. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4652 lb down and 469 lb up at 40-4-15, and 539 lb down at 42-11-11 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 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-6=-60, 6-10=-60, 10-12=-60, 12-14=-60, 2-14=-20 Concentrated Loads (lb) Vert: 15=-539(B) 27=23(F) 32=-4410(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G4 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF98 Job Reference (optional) I38380519 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:57 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-qtgeYVSlG9FmaCs80D_3W4jcvf6ZwjpEFmlEv4yiOGK Scale = 1:87.3 12 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13242526272829 5x8 5x6 5x6 3x6 6x8 5x8 4x4 4x6 4x6 4x8 5x8 3x4 4x8 3x10 2x4 2x4 4x8 4x4 2x4 2x4 4x8 4x8 TJC37 3-10-133-10-13 10-10-06-11-3 17-4-36-6-3 23-10-76-6-3 30-4-106-6-3 35-10-95-5-15 42-7-116-9-1 -1-0-8 1-0-8 0-10-13 0-10-13 3-10-13 3-0-0 7-4-7 3-5-9 10-10-0 3-5-9 17-4-3 6-6-3 23-10-7 6-6-3 30-4-10 6-6-3 35-10-9 5-5-15 42-7-11 6-9-1 3-2-04-0-135-6-111-0-05-6-111-0-012.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-12], [3:0-5-0,0-1-12], [4:0-2-12,0-2-8], [5:0-1-8,0-1-8], [6:0-2-8,Edge], [10:0-4-8,0-1-4], [11:0-5-8,0-2-8], [12:Edge,0-3-8], [22:0-3-0,0-2-4] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.73 0.50 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.29 0.09 (loc) 17-19 17-19 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 282 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-12 max.): 3-4, 6-10, 11-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-21, 7-17, 9-17, 11-13 REACTIONS.(lb/size)13=1693/Mechanical, 23=1752/0-3-8 Max Horz 23=207(LC 4) Max Uplift 13=-208(LC 4), 23=-325(LC 7) Max Grav 13=1693(LC 1), 23=1785(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1571/207, 4-5=-2349/353, 5-6=-1996/303, 6-7=-1381/239, 7-9=-1773/259, 9-10=-1773/258, 10-11=-2135/255 BOT CHORD 22-23=-210/427, 21-22=-299/1486, 19-21=-294/1762, 17-19=-294/1762, 15-17=-176/1449, 14-15=-198/1888, 13-14=-196/1891 WEBS 3-22=-210/2004, 4-22=-1784/304, 5-22=-166/395, 5-21=-340/213, 6-21=-129/1133, 7-21=-792/191, 7-19=0/337, 9-17=-409/156, 10-17=-180/685, 10-15=-76/621, 11-15=-654/162, 11-13=-2357/237, 3-23=-1606/170 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left exposed; 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 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=208. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 23. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 0-11-14 from the left end to connect truss(es) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 11) Fill all nail holes where hanger is in contact with lumber. 12) 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 Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G4 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF98 Job Reference (optional) I38380519 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:58 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-I4E0lrTO1SNdCMRLZwVI2HFnf3SofA3NUQUnRWyiOGJ 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, 4-6=-60, 6-10=-60, 10-11=-60, 11-12=-60, 13-23=-20 Concentrated Loads (lb) Vert: 24=15(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G5 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF98 Job Reference (optional) I38380520 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:59 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-mGoPyBU0omVUqV0X7e0XbVo?BTnDOdFXi4ELzyyiOGI Scale = 1:84.9 12 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 1323242526272829 5x6 5x8 5x8 3x6 5x6 4x4 2x4 4x8 5x8 4x4 3x4 4x4 4x8 2x4 2x4 3x10 4x8 4x4 4x6 5x12 MT20HS 4x8 TJC37 1-6-151-6-15 4-6-153-0-0 10-10-06-3-1 17-4-36-6-3 23-10-76-6-3 30-4-106-6-3 39-7-129-3-2 -1-0-8 1-0-8 1-6-15 1-6-15 4-6-15 3-0-0 7-8-8 3-1-8 10-10-0 3-1-8 17-4-3 6-6-3 23-10-7 6-6-3 30-4-10 6-6-3 34-10-7 4-5-13 39-7-12 4-9-5 3-2-04-8-1511-0-01-8-1411-0-012.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-1-12], [4:0-5-4,0-2-12], [6:0-6-4,0-1-12], [10:0-4-4,0-1-12], [22:0-2-0,0-0-4] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.55 0.49 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.21 0.07 (loc) 16-17 16-17 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 270 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-0 max.): 3-4, 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-17, 9-17, 9-14, 11-13 REACTIONS.(lb/size)22=1664/0-3-8, 13=1574/Mechanical Max Horz 22=-230(LC 5) Max Uplift 22=-279(LC 7), 13=-147(LC 8) Max Grav 22=1708(LC 2), 13=1658(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-815/164, 3-4=-565/127, 4-5=-2173/348, 5-6=-1843/280, 6-7=-1573/251, 7-9=-1573/252, 9-10=-1153/220, 10-11=-1700/244, 11-12=-292/119, 2-22=-1653/270, 12-13=-276/115 BOT CHORD 20-21=-323/1513, 19-20=-284/1377, 17-19=-240/1273, 16-17=-235/1546, 14-16=-235/1546, 13-14=-89/1109 WEBS 3-21=-99/459, 4-21=-1724/136, 5-20=-174/400, 5-19=-348/213, 6-19=-158/599, 6-17=-183/631, 7-17=-409/151, 9-16=0/327, 9-14=-805/209, 10-14=-89/884, 2-21=-169/1131, 11-13=-1610/152 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=147. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 22. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 1-8-0 from the left end to connect truss(es) to back face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. 11) Fill all nail holes where hanger is in contact with lumber. 12) 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 Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G5 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF98 Job Reference (optional) I38380520 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:59 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-mGoPyBU0omVUqV0X7e0XbVo?BTnDOdFXi4ELzyyiOGI 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, 4-6=-60, 6-10=-60, 10-12=-60, 13-22=-20 Concentrated Loads (lb) Vert: 21=-18(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G6 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF98 Job Reference (optional) I38380521 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:01 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-ifw9NsVGKNlC3pAwF33?gwtJHHVcsWRqAOjS2ryiOGG Scale = 1:83.0 1 2 3 45 6 78 9 10 11 12 13 14 22 21 20 19 18 17 16 15232425262728293031 3x6 5x6 5x12 MT20HS 3x6 5x6 5x6 2x4 5x10 4x4 4x4 4x8 3x4 2x4 4x8 4x8 3x4 4x4 3x4 4x8 4x4 4x8 TJC37 TJC37 4-10-114-10-11 10-11-136-1-2 17-0-146-1-1 23-2-06-1-2 29-3-26-1-2 35-7-126-4-10 -1-0-8 1-0-8 4-10-11 4-10-11 9-5-14 4-7-3 12-5-14 3-0-0 12-10-0 0-4-2 19-4-3 6-6-3 25-10-7 6-6-3 32-4-10 6-6-3 32-9-8 0-4-14 35-7-12 2-10-4 1-2-010-7-1410-7-211-0-08-10-1511-0-012.00 12 7.07 12 Plate Offsets (X,Y)-- [4:0-1-4,0-1-8], [6:0-3-12,0-2-8], [7:0-6-0,0-2-4], [12:0-4-4,0-1-12], [17:0-3-13,0-2-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.64 0.36 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.04 (loc) 18-19 18-19 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 277 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 3-6-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-4 max.): 6-7, 8-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 7-21, 7-19, 9-19, 9-18, 11-16, 14-15, 13-15 REACTIONS.(lb/size)2=1517/0-3-8, 15=1422/Mechanical Max Horz 2=289(LC 7) Max Uplift 2=-233(LC 4), 15=-197(LC 4) Max Grav 2=1517(LC 1), 15=1517(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1725/255, 4-6=-1438/260, 6-7=-1085/228, 7-8=-1115/220, 8-9=-1245/241, 9-11=-1141/210, 11-12=-741/122, 12-13=-819/128 BOT CHORD 2-22=-327/1075, 21-22=-327/1075, 19-21=-244/1146, 18-19=-252/1249, 16-18=-195/1010, 15-16=-61/364 WEBS 6-21=-110/702, 7-21=-481/179, 8-19=-20/335, 9-18=-366/115, 11-18=-75/537, 11-16=-912/234, 12-16=-30/379, 13-16=-196/824, 13-15=-1400/238 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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 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. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 15=197. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent spaced at 1-8-0 oc max. starting at 1-8-0 from the left end to 3-4-0 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) 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 Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G6 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF98 Job Reference (optional) I38380521 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:01 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-ifw9NsVGKNlC3pAwF33?gwtJHHVcsWRqAOjS2ryiOGG LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-7=-60, 7-8=-60, 8-12=-60, 12-13=-60, 13-14=-60, 2-15=-20 Concentrated Loads (lb) Vert: 23=-18(B) 24=-18(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G7 Truss Type HALF HIP GIRDER Qty 1 Ply 2 WF98 Job Reference (optional) I38380522 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:10 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-yOzZGxcvC8uweCMeGRj6Yplq2vZSTeg9EHOQspyiOG7 Scale = 1:60.6 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 1220212223242526272829303132 4x4 3x4 4x6 3x6 3x10 4x4 4x6 3x10 2x4 3x10 2x4 2x4 3x10 2x4 3x10 2x4 4x8 4x6 THJA26 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 5-10-155-10-15 11-2-155-4-0 16-5-35-2-4 21-7-75-2-4 26-9-115-2-4 32-1-115-4-0 -1-0-8 1-0-8 3-1-4 3-1-4 5-10-15 2-9-12 11-2-15 5-4-0 16-5-3 5-2-4 21-7-7 5-2-4 26-9-11 5-2-4 32-1-11 5-4-0 1-2-07-0-1512.00 12 Plate Offsets (X,Y)-- [2:0-7-9,0-0-2], [5:0-2-4,0-1-12], [11:0-2-8,0-2-0], [12:0-4-4,0-1-8], [13:0-1-8,0-1-12] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.77 0.44 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.11 -0.18 0.05 (loc) 14-16 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 394 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 2-3-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)12=2640/Mechanical, 2=2822/0-3-8 Max Horz 2=210(LC 22) Max Uplift 12=-1543(LC 4), 2=-1408(LC 4) Max Grav 12=2649(LC 31), 2=2822(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3366/1784, 4-5=-3193/1784, 5-6=-2298/1328, 6-7=-3549/2004, 7-9=-3549/2004, 9-10=-1884/1083, 10-11=-1884/1083, 11-12=-2554/1440 BOT CHORD 2-19=-1195/2070, 18-19=-1877/3305, 16-18=-1877/3305, 14-16=-1741/3087, 13-14=-1741/3087 WEBS 4-19=-268/377, 5-19=-1156/1938, 6-19=-1699/930, 6-18=-438/801, 6-16=-236/405, 7-16=-306/112, 9-16=-429/755, 9-14=-398/772, 9-13=-1971/1075, 10-13=-335/127, 11-13=-1757/3058 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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 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. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 12=1543. 9) Two RT16-2 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Use Simpson Strong-Tie THJA26 (THJA26 on 2 ply, Right Hand Hip) or equivalent at 6-0-6 from the left end to connect truss(es) to back face of bottom chord. Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G7 Truss Type HALF HIP GIRDER Qty 1 Ply 2 WF98 Job Reference (optional) I38380522 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:10 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-yOzZGxcvC8uweCMeGRj6Yplq2vZSTeg9EHOQspyiOG7 NOTES- 12) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 8-0-12 from the left end to 30-0-12 to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) Double installations of RT16-2 require installation on both interior and exterior sides. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-11=-60, 2-12=-20 Concentrated Loads (lb) Vert: 17=-201(B) 19=-642(B) 15=-201(B) 20=-201(B) 22=-201(B) 24=-201(B) 25=-201(B) 27=-201(B) 28=-201(B) 29=-201(B) 30=-209(B) 31=-129(B) 32=-51(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G8 Truss Type Hip Girder Qty 1 Ply 2 WF98 Job Reference (optional) I38380523 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:12 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-um4JhdeAkm8etVW1OsladEqBLiFzxfkRibtXxiyiOG5 Scale = 1:52.9 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 121819202122232425 26 27 4x8 4x8 5x12 MT20HS 5x6 4x6 3x4 2x4 3x4 3x10 2x4 3x4 3x4 2x4 5x12 MT20HS 5x6 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 3-9-133-9-13 7-4-13-6-5 12-0-04-7-15 16-7-154-7-15 20-2-33-6-5 24-0-03-9-13 -1-9-12 1-9-12 3-9-13 3-9-13 7-4-1 3-6-5 12-0-0 4-7-15 16-7-15 4-7-15 20-2-3 3-6-5 24-0-0 3-9-13 25-0-8 1-0-8 1-3-117-5-11-3-117-5-110.00 12 Plate Offsets (X,Y)-- [4:0-1-8,0-1-8], [5:0-6-4,0-2-0], [7:0-6-4,0-2-0], [8:0-1-8,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.65 0.38 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.08 0.03 (loc) 14 13-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 315 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 -H 2-8-4, Right 2x8 SP No.2 -H 2-8-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=2305/0-3-8, 10=2253/0-3-8 Max Horz 2=144(LC 4) Max Uplift 2=-971(LC 7), 10=-956(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2551/1112, 4-5=-2195/1077, 5-6=-1988/1027, 6-7=-1988/1027, 7-8=-2200/1080, 8-10=-2561/1118 BOT CHORD 2-17=-843/1728, 16-17=-843/1728, 14-16=-851/1683, 13-14=-796/1686, 12-13=-716/1743, 10-12=-716/1743 WEBS 4-17=-84/302, 5-16=-386/641, 5-14=-392/606, 6-14=-280/139, 7-14=-392/601, 7-13=-389/650, 8-12=-85/306 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right 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 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 10. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 21-11-4 to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G8 Truss Type Hip Girder Qty 1 Ply 2 WF98 Job Reference (optional) I38380523 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:12 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-um4JhdeAkm8etVW1OsladEqBLiFzxfkRibtXxiyiOG5 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-7=-60, 7-11=-60, 2-10=-20 Concentrated Loads (lb) Vert: 16=-201(F) 13=-201(F) 18=-229(F) 19=-201(F) 20=-201(F) 21=-201(F) 22=-201(F) 23=-201(F) 24=-201(F) 25=-201(F) 26=-201(F) 27=-229(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G9 Truss Type Hip Girder Qty 1 Ply 2 WF98 Job Reference (optional) I38380524 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:14 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-q9C36JfQGNOM7pfPVHo2ifwbZWz?PYkk9vMe?byiOG3 Scale = 1:44.1 1 2 3 4 5 6 7 8 9 10 11 15 14 13 121617 4x4 4x4 3x10 4x4 4x6 3x10 2x4 2x4 3x10 3x10 2x4 3x10 4x4 THJA26 LU24 LU24 LU24 THJA26 5-9-145-9-14 9-7-03-9-2 13-4-23-9-2 19-2-05-9-14 -1-0-8 1-0-8 3-0-11 3-0-11 5-9-14 2-9-3 9-7-0 3-9-2 13-4-2 3-9-2 16-1-5 2-9-3 19-2-0 3-0-11 20-2-8 1-0-8 1-2-06-11-141-2-06-11-1412.00 12 Plate Offsets (X,Y)-- [2:0-7-9,0-0-2], [5:0-2-4,0-1-12], [7:0-2-4,0-1-12], [10:0-7-9,0-0-2] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.41 0.21 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.05 0.02 (loc) 13-15 12-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 243 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 2-3-9, Right 2x6 SPF No.2 -H 2-3-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1773/0-3-8, 10=1773/0-3-8 Max Horz 2=133(LC 25) Max Uplift 2=-871(LC 7), 10=-871(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2038/1068, 4-5=-1875/1084, 5-6=-1337/827, 6-7=-1337/827, 7-8=-1875/1084, 8-10=-2038/1068 BOT CHORD 2-15=-735/1238, 13-15=-901/1546, 12-13=-901/1546, 10-12=-631/1238 WEBS 4-15=-206/251, 5-15=-691/1060, 6-15=-477/313, 6-13=-406/578, 6-12=-477/313, 7-12=-691/1060, 8-12=-206/251 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 8) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 10. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Use Simpson Strong-Tie THJA26 (THJA26 on 2 ply, Left Hand Hip) or equivalent at 6-0-6 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 11) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 1-6-4 oc max. starting at 8-0-12 from the left end to 11-1-4 to connect truss(es) to front face of bottom chord. 12) Use Simpson Strong-Tie THJA26 (THJA26 on 2 ply, Right Hand Hip) or equivalent at 13-1-10 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G9 Truss Type Hip Girder Qty 1 Ply 2 WF98 Job Reference (optional) I38380524 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:14 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-q9C36JfQGNOM7pfPVHo2ifwbZWz?PYkk9vMe?byiOG3 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-7=-60, 7-11=-60, 2-10=-20 Concentrated Loads (lb) Vert: 15=-642(F) 13=-201(F) 12=-642(F) 16=-201(F) 17=-201(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G10 Truss Type COMMON GIRDER Qty 1 Ply 2 WF98 Job Reference (optional) I38380525 8.310 s Jul 27 2019 MiTek Industries, Inc. Tue Sep 3 10:47:16 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:Um_h1SBa69j26iIGf2kzHoyk5LV-?jdX_a1UF_oEC2aQ6D9dMGvQWscS3tRNUXL6GNyhMfv Scale = 1:68.1 1 2 3 4 5 6 7 13 12 11 10 9 814151617 4x6 6x8 12x12 3x6 10x10 3x4 3x10 3x6 10x10 3x4 3x10 10x10 10x10 3-2-73-2-7 6-4-123-2-4 9-7-03-2-4 12-9-43-2-4 15-11-93-2-4 19-2-03-2-7 3-2-7 3-2-7 6-4-12 3-2-4 9-7-0 3-2-4 12-9-4 3-2-4 15-11-9 3-2-4 19-2-0 3-2-7 1-2-010-9-01-2-012.00 12 Plate Offsets (X,Y)-- [1:Edge,0-5-4], [1:0-3-14,0-0-3], [1:0-0-2,0-0-2], [2:0-1-0,0-1-8], [3:0-2-4,0-1-8], [5:0-2-4,0-1-8], [6:0-1-0,0-1-8], [7:0-3-14,0-0-3], [7:Edge,0-5-4], [7:0-0-2 ,0-0-2], [8:0-6-12,0-1-8], [9:0-3-8,0-6-12], [10:0-6-0,0-7-8], [12:0-3-8,0-6-12], [13:0-6-12,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.51 0.83 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.13 0.02 (loc) 12 10-12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 346 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x10 SP No.2 , Right: 2x10 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=5289/0-3-8 (req. 0-4-3), 7=3449/0-3-8 Max Horz 1=197(LC 25) Max Uplift 1=-1200(LC 8), 7=-1016(LC 7) Max Grav 1=5375(LC 2), 7=3449(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5773/1417, 2-3=-4535/1372, 3-4=-3531/1346, 4-5=-3531/1346, 5-6=-3782/1399, 6-7=-3866/1297 BOT CHORD 1-14=-945/3609, 13-14=-945/3609, 13-15=-945/3609, 12-15=-945/3609, 11-12=-918/3161, 10-11=-918/3161, 10-16=-887/2618, 9-16=-887/2618, 9-17=-780/2403, 8-17=-780/2403, 7-8=-780/2403 WEBS 4-10=-1817/4700, 5-10=-439/303, 5-9=-249/405, 6-9=-301/388, 3-10=-1764/257, 3-12=-187/2211, 2-12=-708/52, 2-13=-87/1655 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 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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) WARNING: Required bearing size at joint(s) 1 greater than input bearing size. 7) All bearings are assumed to be User Defined crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1200 lb uplift at joint 1 and 1016 lb uplift at joint 7. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1583 lb down and 163 lb up at 1-9-5, 1553 lb down and 165 lb up at 4-7-4, 1432 lb down and 225 lb up at 7-5-3, 2611 lb down and 1571 lb up at 10-2-1, 162 lb down and 48 lb up at 13-3-6, and 131 lb down at 16-1-6, and 214 lb down at 19-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G10 Truss Type COMMON GIRDER Qty 1 Ply 2 WF98 Job Reference (optional) I38380525 8.310 s Jul 27 2019 MiTek Industries, Inc. Tue Sep 3 10:47:16 2019 Page 2 Timberland Lumber Company, Brazil, IN 47834 ID:Um_h1SBa69j26iIGf2kzHoyk5LV-?jdX_a1UF_oEC2aQ6D9dMGvQWscS3tRNUXL6GNyhMfv LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 1-7=-20 Concentrated Loads (lb) Vert: 11=-1330(B) 8=-121(B) 7=-214(B) 14=-1491(B) 15=-1411(B) 16=-2611(B) 17=-51(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G11 Truss Type JACK-CLOSED GIRDER Qty 1 Ply 2 WF98 Job Reference (optional) I38380526 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:44 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-iNOkp2IcK9ccWCNel_F0ULgQ_QaFNmlKGF52xKyiOGX Scale: 1/8"=1' 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 18 19 3x4 2x4 4x8 8x8 8x10 6x8 4x4 3x10 10x12 4x6 10x12 6x8 Special Special Special Special Special Special 1 1 - 1 1 - 3 4-6-9 4-6-9 8-9-11 4-3-1 13-0-12 4-3-1 17-5-13 4-5-1 4-6-9 4-6-9 8-9-11 4-3-1 13-0-12 4-3-1 17-5-13 4-5-1 0-11-915-6-710.00 12 Plate Offsets (X,Y)-- [1:0-1-2,0-1-6], [1:0-2-4,0-5-8], [1:Edge,0-2-11], [2:0-0-12,0-2-0], [4:0-1-12,0-2-0], [5:0-4-0,0-2-4], [7:Edge,0-5-4], [8:0-3-8,0-5-12], [9:0-3-8,0-7-4], [11:0-7-4,0-1-8], [12:0-4-0,0-1-12] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.61 0.83 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.16 0.02 (loc) 9 9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 340 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-12, 5-7 REACTIONS.(lb/size)7=4425/Mechanical, 1=5333/0-3-8 (req. 0-4-5) Max Horz 1=449(LC 7) Max Uplift 7=-987(LC 7), 1=-526(LC 7) Max Grav 7=4690(LC 2), 1=5519(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5740/536, 2-4=-3868/389, 4-5=-1994/233 BOT CHORD 1-11=-770/4127, 9-11=-770/4127, 8-9=-555/2915, 7-8=-310/1526 WEBS 2-11=-225/2442, 2-9=-1698/301, 4-9=-502/3591, 4-8=-2954/520, 5-8=-836/4896, 5-7=-4197/853 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 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.0psf. 6) WARNING: Required bearing size at joint(s) 1 greater than input bearing size. 7) All bearings are assumed to be User Defined crushing capacity of 425 psi. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=987. 10) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1635 lb down and 170 lb up at 1-0-10, 1479 lb down and 177 lb up at 3-10-9, 1505 lb down and 190 lb up at 6-8-9, 1488 lb down and 225 lb up at 9-6-7, and 1465 lb down and 304 lb up at 12-4-7, and 1354 lb down and 289 lb up at 15-2-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G11 Truss Type JACK-CLOSED GIRDER Qty 1 Ply 2 WF98 Job Reference (optional) I38380526 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:45 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-Aay60OJE5TkT8MyrJhmF1YDbkqwU6D?TUvrbTmyiOGW LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 1-7=-20 Concentrated Loads (lb) Vert: 13=-1551(F) 14=-1465(F) 15=-1385(F) 16=-1393(F) 17=-1334(F) 18=-1255(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G12 Truss Type Half Hip Girder Qty 1 Ply 2 WF98 Job Reference (optional) I38380527 8.310 s Jul 27 2019 MiTek Industries, Inc. Tue Sep 3 10:48:51 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:Um_h1SBa69j26iIGf2kzHoyk5LV-j?tRw3B4tBml5fLhBfMvjILcQ906prcMKpse6MyhMeQ Scale = 1:30.8 1 2 3 4 5 6 11 10 9 8 7121314 3x6 4x9 4x9 8x16 3x4 2x8 4x9 2x4 7x12 4x6 5-3-115-3-11 10-0-04-8-5 13-8-123-8-12 17-5-83-8-12 -1-0-8 1-0-8 5-3-11 5-3-11 10-0-0 4-8-5 13-8-12 3-8-12 17-5-8 3-8-12 0-5-132-1-132.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-0-3], [4:0-4-4,0-2-0], [6:0-1-12,0-1-12], [7:0-3-12,0-1-8], [8:0-6-0,0-4-4], [10:0-4-12,0-6-0], [10:0-0-0,0-3-10] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.64 0.86 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.41 0.04 (loc) 9-11 9-11 7 l/defl >999 >507 n/a L/d 240 180 n/a PLATES MT20 Weight: 186 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2250F 1.8E *Except* 7-10: 2x8 SP No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=3095/Mechanical, 2=1857/0-3-0 Max Horz 2=57(LC 3) Max Uplift 7=-969(LC 3), 2=-645(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7353/2452, 3-4=-7961/2626, 4-5=-5191/1652, 5-6=-5191/1652, 6-7=-2530/810 BOT CHORD 2-11=-2448/7210, 10-11=-2448/7210, 9-10=-2448/7210, 9-12=-2600/7835, 8-12=-2600/7835 WEBS 3-11=-421/171, 3-9=-647/957, 4-9=-770/2249, 4-8=-2907/1042, 6-8=-1776/5575 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: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 969 lb uplift at joint 7 and 645 lb uplift at joint 2. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1837 lb down and 701 lb up at 10-0-0, 557 lb down and 170 lb up at 12-0-12, and 557 lb down and 170 lb up at 14-0-12, and 557 lb down and 170 lb up at 16-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G12 Truss Type Half Hip Girder Qty 1 Ply 2 WF98 Job Reference (optional) I38380527 8.310 s Jul 27 2019 MiTek Industries, Inc. Tue Sep 3 10:48:51 2019 Page 2 Timberland Lumber Company, Brazil, IN 47834 ID:Um_h1SBa69j26iIGf2kzHoyk5LV-j?tRw3B4tBml5fLhBfMvjILcQ906prcMKpse6MyhMeQ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 2-7=-20 Concentrated Loads (lb) Vert: 9=-1837(B) 12=-557(B) 13=-557(B) 14=-557(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G13 Truss Type JACK-CLOSED GIRDER Qty 1 Ply 2 WF98 Job Reference (optional) I38380528 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:47 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-7y4sR4LUd4_BOf5DQ6pj6zI28diPa9KmyCKiYfyiOGU Scale: 1/8"=1' 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 3x6 4x6 3x4 2x4 4x8 5x6 6x8 10x12 3x4 10x12 4x4 8x8 5x8 Special Special Special Special Special 1 1 - 1 1 - 3 3-8-12 3-8-12 7-2-1 3-5-5 10-7-6 3-5-5 14-4-2 3-8-12 3-8-12 3-8-12 7-2-1 3-5-5 10-7-6 3-5-5 14-4-2 3-8-12 3-6-1515-6-610.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [2:0-1-8,0-1-8], [4:0-0-12,0-1-12], [5:0-4-0,0-1-8], [7:0-3-0,0-3-0], [8:0-3-8,0-4-12], [9:0-3-8,0-7-0], [10:0-3-13,0-3-0], [11:0-3-8,0-7-8], [13:0-4-0,0-1-12] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.42 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.11 0.01 (loc) 9 9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 333 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP No.2 WEBS 2x4 SPF No.2 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 7-13, 5-7 REACTIONS.(lb/size)12=4438/Mechanical, 7=3767/Mechanical Max Horz 12=354(LC 26) Max Uplift 12=-437(LC 3), 7=-894(LC 7) Max Grav 12=4680(LC 2), 7=4029(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-3947/372, 1-2=-3026/306, 2-4=-2455/267, 4-5=-1356/164 BOT CHORD 11-12=-362/144, 9-11=-524/2281, 8-9=-400/1839, 7-8=-231/1058 WEBS 1-11=-302/2978, 2-11=-185/1050, 2-9=-901/254, 4-9=-478/2683, 4-8=-2288/491, 5-8=-741/3983, 5-7=-3518/768 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: 2x10 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.0psf. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 12=437, 7=894. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1601 lb down and 196 lb up at 2-2-6, 1604 lb down and 201 lb up at 3-6-13, 1549 lb down and 224 lb up at 6-4-12, and 1551 lb down and 302 lb up at 9-2-11, and 1353 lb down and 269 lb up at 12-0-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G13 Truss Type JACK-CLOSED GIRDER Qty 1 Ply 2 WF98 Job Reference (optional) I38380528 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:47 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-7y4sR4LUd4_BOf5DQ6pj6zI28diPa9KmyCKiYfyiOGU LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 7-12=-20 Concentrated Loads (lb) Vert: 11=-1491(B) 14=-1510(B) 15=-1413(B) 16=-1416(B) 17=-1251(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G14 Truss Type Half Hip Girder Qty 1 Ply 2 WF98 Job Reference (optional) I38380529 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:48 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-b9eEfQL6NO62?pgQ_qKyfAr8Z14hJksvAs3G45yiOGT Scale = 1:26.2 1 2 3 4 5 6 9 8 7 10 2x4 4x4 3x6 3x4 3x4 2x4 8x8 4x8 Special Special 3-0-03-0-0 5-8-82-8-8 7-4-01-7-8 -1-0-8 1-0-8 3-0-0 3-0-0 5-8-8 2-8-8 7-4-0 1-7-8 0-10-123-9-06.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-4], [5:0-5-4,0-2-0], [8:0-3-8,0-4-12] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.38 0.29 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.04 0.01 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 -H 1-7-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=3123/0-3-8, 2=1093/0-3-0 Max Horz 2=102(LC 22) Max Uplift 7=-625(LC 7), 2=-160(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1638/216, 4-5=-1344/246 BOT CHORD 2-9=-241/1324, 8-9=-241/1324, 7-8=-245/1233 WEBS 4-8=-322/102, 5-8=-692/2853, 5-7=-3063/608 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 0-2-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 673 lb down and 226 lb up at 5-8-8, and 2356 lb down and 590 lb up at 6-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G14 Truss Type Half Hip Girder Qty 1 Ply 2 WF98 Job Reference (optional) I38380529 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:48 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-b9eEfQL6NO62?pgQ_qKyfAr8Z14hJksvAs3G45yiOGT LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-10=-60, 5-10=-390, 5-6=-60, 2-7=-20 Concentrated Loads (lb) Vert: 8=-3029(B) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-10=-50, 5-10=-352, 5-6=-50, 2-7=-20 Concentrated Loads (lb) Vert: 8=-2609(B) 3) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-10=1, 5-10=-66, 5-6=22, 2-7=-6 Horz: 2-5=-9 Drag: 1-2=-0, 5-6=-0 Concentrated Loads (lb) Vert: 8=783(B) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-10=10, 5-10=-56, 5-6=22, 2-7=-6 Horz: 2-5=-19 Drag: 1-2=-0, 5-6=-0 Concentrated Loads (lb) Vert: 8=783(B) 5) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-15, 2-10=-20, 5-10=-252, 5-6=2, 2-7=-20 Horz: 2-5=-0 Drag: 1-2=-0, 5-6=-0 Concentrated Loads (lb) Vert: 8=817(B) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-6, 2-10=-10, 5-10=-242, 5-6=2, 2-7=-20 Horz: 2-5=-10 Drag: 1-2=-0, 5-6=-0 Concentrated Loads (lb) Vert: 8=817(B) 7) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-10=22, 5-10=-45, 5-6=9, 2-7=-6 Horz: 2-5=-30 Drag: 1-2=-0, 5-6=-0 Concentrated Loads (lb) Vert: 8=783(B) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-10=9, 5-10=-94, 5-6=9, 2-7=-6 Horz: 2-5=-17 Drag: 1-2=-0, 5-6=-0 Concentrated Loads (lb) Vert: 8=783(B) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-10=22, 5-10=-45, 5-6=9, 2-7=-6 Horz: 2-5=-30 Drag: 1-2=-0, 5-6=-0 Concentrated Loads (lb) Vert: 8=783(B) 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-10=9, 5-10=-94, 5-6=9, 2-7=-6 Horz: 2-5=-17 Drag: 1-2=-0, 5-6=-0 Concentrated Loads (lb) Vert: 8=783(B) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-10=2, 5-10=-230, 5-6=-12, 2-7=-20 Horz: 2-5=-22 Drag: 1-2=-0, 5-6=-0 Concentrated Loads (lb) Vert: 8=817(B) 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G14 Truss Type Half Hip Girder Qty 1 Ply 2 WF98 Job Reference (optional) I38380529 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:48 2019 Page 3 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-b9eEfQL6NO62?pgQ_qKyfAr8Z14hJksvAs3G45yiOGT LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-7, 2-10=-12, 5-10=-244, 5-6=-12, 2-7=-20 Horz: 2-5=-8 Drag: 1-2=-0, 5-6=-0 Concentrated Loads (lb) Vert: 8=817(B) 13) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-10=-20, 5-10=-240, 5-6=-20, 2-7=-20 Concentrated Loads (lb) Vert: 8=-1350(B) 14) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-47, 2-10=-50, 5-10=-361, 5-6=-34, 2-7=-20 Horz: 2-5=-0 Drag: 1-2=-0, 5-6=-0 Concentrated Loads (lb) Vert: 8=498(B) 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-10=-43, 5-10=-354, 5-6=-34, 2-7=-20 Horz: 2-5=-7 Drag: 1-2=-0, 5-6=-0 Concentrated Loads (lb) Vert: 8=498(B) 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-10=-34, 5-10=-345, 5-6=-44, 2-7=-20 Horz: 2-5=-16 Drag: 1-2=-0, 5-6=-0 Concentrated Loads (lb) Vert: 8=498(B) 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-40, 2-10=-44, 5-10=-355, 5-6=-44, 2-7=-20 Horz: 2-5=-6 Drag: 1-2=-0, 5-6=-0 Concentrated Loads (lb) Vert: 8=498(B) 18) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-10=1, 5-10=-66, 5-6=22, 2-7=-6 Horz: 2-5=-9 Drag: 1-2=-0, 5-6=-0 Concentrated Loads (lb) Vert: 8=-1908(B) 19) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-10=10, 5-10=-56, 5-6=22, 2-7=-6 Horz: 2-5=-19 Drag: 1-2=-0, 5-6=-0 Concentrated Loads (lb) Vert: 8=-1908(B) 20) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-15, 2-10=-20, 5-10=-252, 5-6=2, 2-7=-20 Horz: 2-5=-0 Drag: 1-2=-0, 5-6=-0 Concentrated Loads (lb) Vert: 8=-1874(B) 21) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-6, 2-10=-10, 5-10=-242, 5-6=2, 2-7=-20 Horz: 2-5=-10 Drag: 1-2=-0, 5-6=-0 Concentrated Loads (lb) Vert: 8=-1874(B) 22) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-10=22, 5-10=-45, 5-6=9, 2-7=-6 Horz: 2-5=-30 Drag: 1-2=-0, 5-6=-0 Concentrated Loads (lb) Vert: 8=-1908(B) 23) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G14 Truss Type Half Hip Girder Qty 1 Ply 2 WF98 Job Reference (optional) I38380529 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:48 2019 Page 4 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-b9eEfQL6NO62?pgQ_qKyfAr8Z14hJksvAs3G45yiOGT LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=4, 2-10=9, 5-10=-94, 5-6=9, 2-7=-6 Horz: 2-5=-17 Drag: 1-2=-0, 5-6=-0 Concentrated Loads (lb) Vert: 8=-1908(B) 24) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-10=22, 5-10=-45, 5-6=9, 2-7=-6 Horz: 2-5=-30 Drag: 1-2=-0, 5-6=-0 Concentrated Loads (lb) Vert: 8=-1908(B) 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-10=9, 5-10=-94, 5-6=9, 2-7=-6 Horz: 2-5=-17 Drag: 1-2=-0, 5-6=-0 Concentrated Loads (lb) Vert: 8=-1908(B) 26) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-10=2, 5-10=-230, 5-6=-12, 2-7=-20 Horz: 2-5=-22 Drag: 1-2=-0, 5-6=-0 Concentrated Loads (lb) Vert: 8=-1874(B) 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-10=-12, 5-10=-244, 5-6=-12, 2-7=-20 Horz: 2-5=-8 Drag: 1-2=-0, 5-6=-0 Concentrated Loads (lb) Vert: 8=-1874(B) 28) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-47, 2-10=-50, 5-10=-361, 5-6=-34, 2-7=-20 Horz: 2-5=-0 Drag: 1-2=-0, 5-6=-0 Concentrated Loads (lb) Vert: 8=-2659(B) 29) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-10=-43, 5-10=-354, 5-6=-34, 2-7=-20 Horz: 2-5=-7 Drag: 1-2=-0, 5-6=-0 Concentrated Loads (lb) Vert: 8=-2659(B) 30) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-10=-34, 5-10=-345, 5-6=-44, 2-7=-20 Horz: 2-5=-16 Drag: 1-2=-0, 5-6=-0 Concentrated Loads (lb) Vert: 8=-2659(B) 31) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-40, 2-10=-44, 5-10=-355, 5-6=-44, 2-7=-20 Horz: 2-5=-6 Drag: 1-2=-0, 5-6=-0 Concentrated Loads (lb) Vert: 8=-2659(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G15 Truss Type Jack-Closed Girder Qty 2 Ply 1 WF98 Job Reference (optional) I38380530 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:49 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-3LBdsmMk8hEvdzFcYXrBBONKTRS?2G83PWppdXyiOGS Scale = 1:19.4 1 2 3 4 6 5 7 8 9 4x4 2x4 6x8 2x4 4x4 TJC37 Special LU24 6-0-06-0-0 -1-0-8 1-0-8 1-4-6 1-4-6 6-0-0 4-7-10 1-6-22-10-812.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.37 0.16 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.05 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=337/0-3-8, 5=249/Mechanical Max Horz 6=69(LC 7) Max Uplift 6=-131(LC 7), 5=-128(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=128. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 1-5-9 from the left end to connect truss(es) to back face of bottom chord, skewed 39.8 deg.to the right, sloping 0.0 deg. down. 10) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 4-0-12 from the left end to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb down and 66 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) 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, 5-6=-20 Concentrated Loads (lb) Vert: 7=-6(B) 8=-26(B) 9=-26(B) September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G16 Truss Type Monopitch Girder Qty 1 Ply 1 WF98 Job Reference (optional) I38380531 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:49 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-3LBdsmMk8hEvdzFcYXrBBONNSRM72Ga3PWppdXyiOGS Scale = 1:25.6 1 2 3 4 5 6 5x12 MT20HS 5x6 2x4 3x6 HUS28 2-9-132-9-13 2-9-13 2-9-13 2-11-5 0-1-8 1-6-24-5-74-3-1512.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.18 0.53 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 1-5 1-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 24 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 -H 2-1-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=533/0-3-8, 5=1087/Mechanical Max Horz 1=118(LC 7) Max Uplift 1=-56(LC 3), 5=-271(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=271. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. 8) Use Simpson Strong-Tie HUS28 (22-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 1-10-5 from the left end to connect truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 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: 1-3=-60, 3-4=-20, 1-5=-20 Concentrated Loads (lb) Vert: 6=-1401(F) September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss G17 Truss Type Hip Girder Qty 1 Ply 1 WF98 Job Reference (optional) I38380532 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-XXl?36NMv?MmF7qo5FMQkbwZXrq4njVCeAYM9_yiOGR Scale = 1:18.5 1 2 3 4 5 6789 4x4 4x4 3x4 3x4 3x4 TJC37 Special TJC37 2-6-02-6-0 5-0-02-6-0 -1-0-8 1-0-8 2-0-0 2-0-0 3-0-0 1-0-0 5-0-0 2-0-0 6-0-8 1-0-8 0-5-32-5-30-5-32-5-312.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0], [4:0-2-8,0-2-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.10 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=309/0-3-8, 5=309/0-3-8 Max Horz 2=-59(LC 24) Max Uplift 2=-100(LC 7), 5=-100(LC 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 5. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 2-0-0 from the left end to connect truss(es) to back face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. 9) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 3-0-0 from the left end to connect truss(es) to back face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 44 lb up at 2-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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: 1-3=-60, 3-4=-60, 4-6=-60, 2-5=-20 Concentrated Loads (lb) Vert: 7=-37(B) 8=-31(B) 9=-31(B) September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss H1 Truss Type Half Hip Qty 1 Ply 1 WF98 Job Reference (optional) I38380533 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:14 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-q9C36JfQGNOM7pfPVHo2ifwV6WtaPVKk9vMe?byiOG3 Scale = 1:31.0 1 2 3 4 5 7 6 8 9 5x6 4x4 3x6 3x10 5x8 2x4 8-10-118-10-11 17-5-88-6-13 -1-0-8 1-0-8 6-3-11 6-3-11 12-0-0 5-8-5 17-5-8 5-5-8 0-5-132-5-132.00 12 Plate Offsets (X,Y)-- [5:Edge,0-3-8], [7:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.83 0.62 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.21 -0.44 0.07 (loc) 2-7 2-7 6 l/defl >997 >470 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-7: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-8-2 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS.(lb/size)6=1027/Mechanical, 2=1152/0-3-0 Max Horz 2=66(LC 11) Max Uplift 6=-263(LC 7), 2=-294(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3584/1315, 3-4=-2653/1218, 5-6=-260/60 BOT CHORD 2-7=-1325/3462, 6-7=-684/1754 WEBS 3-7=-973/246, 4-7=-642/991, 4-6=-1804/684 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 17-3-12 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=263. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss H2 Truss Type Half Hip Qty 1 Ply 1 WF98 Job Reference (optional) I38380534 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:15 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-ILmSJfg20hWDlzEc3?JHFtSkPwFp8vYuOZ6BX1yiOG2 Scale = 1:31.0 1 2 3 4 5 6 8 7 9 10 3x6 5x6 2x4 4x4 3x10 5x8 2x4 8-10-118-10-11 17-5-88-6-13 -1-0-8 1-0-8 7-3-11 7-3-11 14-0-0 6-8-5 17-5-8 3-5-8 0-5-132-9-132.00 12 Plate Offsets (X,Y)-- [7:0-1-12,0-2-0], [8:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.53 0.50 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.20 -0.41 0.06 (loc) 2-8 2-8 7 l/defl >999 >498 n/a L/d 240 180 n/a PLATES MT20 Weight: 65 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 5-6: 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 7-8: 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-11-6 oc bracing. REACTIONS.(lb/size)7=1027/Mechanical, 2=1152/0-3-0 Max Horz 2=76(LC 11) Max Uplift 7=-264(LC 7), 2=-293(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3495/1303, 3-5=-2757/1228 BOT CHORD 2-8=-1319/3372, 7-8=-408/1109 WEBS 3-8=-910/220, 5-8=-905/1726, 5-7=-1351/467 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 17-3-12 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=264. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss H3 Truss Type Half Hip Qty 1 Ply 1 WF98 Job Reference (optional) I38380535 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:16 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-mXKqX?hgn_e4M7podiqWn4?taKaZtLR1dDrk4TyiOG1 Scale = 1:31.0 1 2 3 4 5 7 6 8 6x12 MT20HS 5x8 2x4 4x4 4x6 5x8 8-10-118-10-11 17-5-88-6-13 -1-0-8 1-0-8 8-0-0 8-0-0 16-0-0 8-0-0 17-5-8 1-5-8 0-5-133-1-132.00 12 Plate Offsets (X,Y)-- [3:0-6-0,Edge], [4:0-3-8,0-2-4], [6:0-1-8,0-2-0], [7:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.70 0.53 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.49 0.05 (loc) 2-7 2-7 6 l/defl >904 >422 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 67 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 4-5: 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 6-7: 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-11-12 oc bracing. WEBS 1 Row at midpt 4-7 REACTIONS.(lb/size)6=1027/Mechanical, 2=1152/0-3-0 Max Horz 2=86(LC 11) Max Uplift 6=-266(LC 7), 2=-291(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3370/1275, 3-4=-2991/1253 BOT CHORD 2-7=-1298/3245, 6-7=-174/503 WEBS 3-7=-834/198, 4-7=-1154/2560, 4-6=-1157/342 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 17-3-12 zone; cantilever left and right exposed ; porch 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) All plates are MT20 plates unless otherwise indicated. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=266. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J1 Truss Type Jack-Closed Qty 15 Ply 1 WF98 Job Reference (optional) I38380536 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:17 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-EkuCkLiIYImw_GO_BQLlKIY41j?EcwwArtbIcvyiOG0 Scale = 1:41.8 1 2 3 5 4 6 7 2x4 3x4 2x4 4x4 6-0-06-0-0 -1-0-8 1-0-8 6-0-0 6-0-0 1-2-07-2-012.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.53 0.24 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.10 -0.00 (loc) 5 4-5 4 l/defl **** >717 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 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.(lb/size)5=307/0-3-8, 4=221/Mechanical Max Horz 5=203(LC 11) Max Uplift 4=-160(LC 11) Max Grav 5=307(LC 1), 4=248(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) except (jt=lb) 4=160. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J2 Truss Type Jack-Closed Qty 8 Ply 1 WF98 Job Reference (optional) I38380537 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:24 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-X4prCknhvSfxKLQK5OzO6mKLDYPEl5mCSTn9L?yiOFv Scale = 1:28.6 1 2 3 5 4 6 7 2x4 3x4 2x4 3x4 3-10-153-10-15 -1-0-8 1-0-8 3-10-15 3-10-15 1-2-05-0-1512.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.21 0.09 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.02 -0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=228/0-3-8, 4=133/Mechanical Max Horz 5=140(LC 11) Max Uplift 4=-112(LC 11) Max Grav 5=228(LC 1), 4=154(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 3-9-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) except (jt=lb) 4=112. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J3 Truss Type Jack-Closed Qty 8 Ply 1 WF98 Job Reference (optional) I38380538 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:31 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-qQkVg7t4FbXxfQTh?Mb1uF7aMNp_uGdE33_155yiOFo Scale = 1:18.6 1 2 3 5 4 2x4 3x4 2x4 3x4 1-10-151-10-15 -1-0-8 1-0-8 1-10-15 1-10-15 1-2-03-0-1512.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.09 0.02 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 5 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=162/0-3-8, 4=39/Mechanical Max Horz 5=80(LC 11) Max Uplift 4=-66(LC 11) Max Grav 5=162(LC 1), 4=55(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 4. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J4 Truss Type Jack-Closed Qty 6 Ply 1 WF98 Job Reference (optional) I38380539 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:38 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-7mf88WyTclPy?VV1vKDggjvfkB991PwGgeBvqCyiOFh Scale = 1:43.8 1 2 3 5 4 6 7 2x4 3x4 2x4 4x4 6-0-06-0-0 -1-0-8 1-0-8 6-0-0 6-0-0 1-6-27-6-212.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.53 0.24 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.10 -0.00 (loc) 5 4-5 4 l/defl **** >717 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 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.(lb/size)5=307/0-3-8, 4=221/Mechanical Max Horz 5=190(LC 11) Max Uplift 4=-171(LC 11) Max Grav 5=307(LC 1), 4=253(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 5-10-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) except (jt=lb) 4=171. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J5 Truss Type Jack-Closed Qty 2 Ply 1 WF98 Job Reference (optional) I38380540 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:43 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-UkS1BE0cQH2E5GN_itprNndbpCsHifL?qwugWPyiOFc Scale = 1:34.8 1 2 3 4 6 5 7 3x4 2x4 8x8 2x4 3x4 6-0-06-0-0 -1-0-8 1-0-8 4-2-1 4-2-1 6-0-0 1-9-15 1-6-25-8-312.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.25 0.24 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.10 0.00 (loc) 6 5-6 5 l/defl **** >717 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=307/0-3-8, 5=221/Mechanical Max Horz 6=141(LC 11) Max Uplift 5=-99(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-251/219 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 4-2-1, Exterior(2) 4-2-1 to 5-10-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J6 Truss Type Jack-Closed Qty 2 Ply 1 WF98 Job Reference (optional) I38380541 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:43 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-UkS1BE0cQH2E5GN_itprNndctCsFihF?qwugWPyiOFc Scale = 1:27.5 1 2 3 4 6 5 7 8 3x4 2x4 8x8 2x4 3x4 6-0-06-0-0 -1-0-8 1-0-8 2-6-1 2-6-1 6-0-0 3-5-15 1-6-24-0-312.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.18 0.25 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.10 0.00 (loc) 6 5-6 5 l/defl **** >717 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=307/0-3-8, 5=221/Mechanical Max Horz 6=90(LC 11) Max Uplift 6=-21(LC 11), 5=-61(LC 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 2-6-1, Exterior(2) 2-6-1 to 5-10-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 8) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J7 Truss Type Jack-Closed Qty 4 Ply 1 WF98 Job Reference (optional) I38380542 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:44 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-yw0PPZ1EBbA5jQyAGaK4w_9o6cF?R8u93aeD2ryiOFb Scale = 1:18.0 1 2 3 5 42x4 3x4 2x4 3x4 2-0-02-0-0 -1-0-8 1-0-8 2-0-0 2-0-0 1-3-112-11-1110.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.09 0.02 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 5 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=164/0-3-8, 4=44/Mechanical Max Horz 5=57(LC 11) Max Uplift 4=-57(LC 11) Max Grav 5=164(LC 1), 4=64(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 4. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J8 Truss Type Jack-Closed Qty 2 Ply 1 WF98 Job Reference (optional) I38380543 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:45 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-Q6aocv1syvIyLaXNqIrJSCiyD0bEAb7IHENnaIyiOFa Scale = 1:17.6 1 2 3 5 42x4 3x4 2x4 3x4 2-1-142-1-14 -1-7-8 1-7-8 2-1-14 2-1-14 1-6-22-10-117.68 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.19 0.02 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=232/0-4-9, 4=24/Mechanical Max Horz 5=65(LC 11) Max Uplift 5=-13(LC 11), 4=-48(LC 11) Max Grav 5=232(LC 1), 4=41(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 4. 6) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J9 Truss Type Jack-Closed Qty 2 Ply 1 WF98 Job Reference (optional) I38380544 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:45 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-Q6aocv1syvIyLaXNqIrJSCizs0bKAb9IHENnaIyiOFa Scale = 1:15.1 1 2 3 5 4 2x4 3x4 2x4 3x4 1-8-131-8-13 -1-0-8 1-0-8 1-8-13 1-8-13 0-11-92-4-1410.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.09 0.02 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 5 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=28/Mechanical, 5=158/0-3-8 Max Horz 5=62(LC 11) Max Uplift 4=-41(LC 11), 5=-2(LC 11) Max Grav 4=40(LC 18), 5=158(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 4. 6) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J10 Truss Type Jack-Closed Qty 2 Ply 1 WF98 Job Reference (optional) I38380545 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:17 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-EkuCkLiIYImw_GO_BQLlKIYAij1lcx7ArtbIcvyiOG0 Scale = 1:23.5 1 2 3 5 4 6 7 2x4 4x4 2x4 3x4 3-8-133-8-13 -1-0-8 1-0-8 3-8-13 3-8-13 0-11-94-0-1410.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.16 0.08 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 -0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=125/Mechanical, 5=221/0-3-8 Max Horz 5=112(LC 11) Max Uplift 4=-81(LC 11) Max Grav 4=139(LC 18), 5=221(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 3-7-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 4. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J11 Truss Type Jack-Closed Qty 2 Ply 1 WF98 Job Reference (optional) I38380546 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:18 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-jwSaygjwJcuncQzBk7s_sV4Gm7KrLNdK4XKr8MyiOG? Scale = 1:33.8 1 2 3 5 4 6 7 2x4 4x4 2x4 3x4 5-8-135-8-13 -1-0-8 1-0-8 5-8-13 5-8-13 0-11-95-8-1410.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.46 0.22 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.08 -0.00 (loc) 5 4-5 4 l/defl **** >827 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=210/Mechanical, 5=297/0-3-8 Max Horz 5=163(LC 11) Max Uplift 4=-118(LC 11) Max Grav 4=226(LC 18), 5=297(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 5-7-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) except (jt=lb) 4=118. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J12 Truss Type Jack-Closed Qty 2 Ply 1 WF98 Job Reference (optional) I38380547 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:18 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-jwSaygjwJcuncQzBk7s_sV4Fq7HXLM1K4XKr8MyiOG? Scale = 1:43.2 1 2 3 5 4 6 7 2x4 4x4 2x4 3x4 7-8-137-8-13 -1-0-8 1-0-8 7-8-13 7-8-13 0-11-97-4-1410.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.52 0.43 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.28 -0.00 (loc) 5 4-5 4 l/defl **** >323 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 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.(lb/size)4=292/Mechanical, 5=375/0-3-8 Max Horz 5=213(LC 11) Max Uplift 4=-155(LC 11) Max Grav 4=312(LC 18), 5=375(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-300/37 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 7-7-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) except (jt=lb) 4=155. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J13 Truss Type Jack-Closed Qty 2 Ply 1 WF98 Job Reference (optional) I38380548 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:19 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-B6?y90jZ4v0eDaYNIqNDPjdUzXcm4odTJB4PgoyiOG_ Scale = 1:52.1 1 2 3 4 6 5 7 8 3x6 3x4 2x4 3x4 4x4 9-8-139-8-13 -1-0-8 1-0-8 4-10-7 4-10-7 9-8-13 4-10-7 0-11-99-0-1410.00 12 Plate Offsets (X,Y)-- [5:0-1-12,0-1-8], [6:0-2-12,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.24 0.49 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.42 0.00 (loc) 5-6 5-6 5 l/defl >999 >270 n/a L/d 240 180 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 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.(lb/size)6=453/0-3-8, 5=373/Mechanical Max Horz 6=264(LC 11) Max Uplift 5=-192(LC 11) Max Grav 6=453(LC 1), 5=397(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-354/130, 2-3=-338/88 WEBS 3-6=-146/252, 3-5=-284/193 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 9-7-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) except (jt=lb) 5=192. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J14 Truss Type Jack-Closed Qty 2 Ply 1 WF98 Job Reference (optional) I38380549 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:20 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-fJZLMMkBrD8Vrk7ZsYuSywAdtx0XpA5dXrpyCEyiOFz Scale = 1:60.0 1 2 3 4 7 6 5 8 9 2x4 4x6 5x8 2x4 3x4 4x4 5-10-75-10-7 11-8-135-10-7 -1-0-8 1-0-8 5-10-7 5-10-7 11-8-13 5-10-7 0-11-910-8-1410.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-4-0,0-3-0], [4:0-2-0,0-0-12] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.36 0.20 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.04 0.01 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-8-9 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.(lb/size)7=533/0-3-8, 5=454/Mechanical Max Horz 7=314(LC 11) Max Uplift 5=-229(LC 11) Max Grav 7=533(LC 1), 5=481(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-482/14, 2-3=-468/0 BOT CHORD 6-7=-371/412, 5-6=-150/305 WEBS 3-5=-420/207 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 11-7-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) except (jt=lb) 5=229. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J15 Truss Type Jack-Closed Qty 1 Ply 1 WF98 Job Reference (optional) I38380550 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:20 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-fJZLMMkBrD8Vrk7ZsYuSywAbVx?mpEydXrpyCEyiOFz Scale = 1:69.3 1 2 3 4 7 6 5 8 9 10 2x4 5x6 3x4 3x4 4x4 5x8 6-10-76-10-7 13-8-136-10-7 -1-0-8 1-0-8 6-10-7 6-10-7 13-8-13 6-10-7 0-11-912-4-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-4-0,0-3-4] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.51 0.32 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 76 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-8-13 oc bracing. WEBS 1 Row at midpt 4-5, 3-5 REACTIONS.(lb/size)7=612/0-3-8, 5=535/Mechanical Max Horz 7=364(LC 11) Max Uplift 5=-266(LC 11) Max Grav 7=612(LC 1), 5=614(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-554/8, 2-3=-561/0 BOT CHORD 6-7=-458/522, 5-6=-177/399 WEBS 2-6=-160/283, 3-5=-542/241 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 13-7-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) except (jt=lb) 5=266. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J16 Truss Type Jack-Closed Qty 1 Ply 1 WF98 Job Reference (optional) I38380551 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:21 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-7V7jailpcXGMTuimQFQhU8ij7LJLYgkmmVZVkhyiOFy Scale = 1:78.4 1 2 3 4 7 6 5 8 9 10 3x4 6x8 5x10 4x4 3x6 4x4 1 0 - 9 - 1 2 7-10-7 7-10-7 15-8-13 7-10-7 -1-0-8 1-0-8 7-10-7 7-10-7 15-8-13 7-10-7 0-11-914-0-1410.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-5-0,0-3-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.65 0.42 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.21 0.01 (loc) 5-6 5-6 5 l/defl >999 >880 n/a L/d 240 180 n/a PLATES MT20 Weight: 96 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-5: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-10-14 oc bracing. WEBS 1 Row at midpt 4-5, 3-5 REACTIONS.(lb/size)7=688/0-3-8, 5=612/Mechanical Max Horz 7=413(LC 11) Max Uplift 5=-301(LC 11) Max Grav 7=688(LC 1), 5=712(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-621/3, 2-3=-648/0 BOT CHORD 6-7=-558/654, 5-6=-200/463 WEBS 2-6=-244/359, 3-6=0/288, 3-5=-620/269 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 15-6-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) except (jt=lb) 5=301. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J17 Truss Type Jack-Closed Qty 1 Ply 1 WF98 Job Reference (optional) I38380552 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:22 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-bhh5n2mRNqOD42Hyzzxw1LFwbkhDH8Ow?9I3G7yiOFx Scale = 1:69.3 1 2 3 6 5 4 7 8 9 2x4 4x6 3x4 3x4 4x4 6x8 6-10-76-10-7 13-8-136-10-7 6-10-7 6-10-7 13-8-13 6-10-7 0-11-912-4-1410.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [2:0-4-0,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 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.54 0.32 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.01 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 75 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-3-11 oc bracing. WEBS 1 Row at midpt 3-4, 2-4 REACTIONS.(lb/size)6=538/0-3-8, 4=538/Mechanical Max Horz 6=339(LC 11) Max Uplift 4=-266(LC 11) Max Grav 6=538(LC 1), 4=617(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-479/0, 1-2=-560/0 BOT CHORD 5-6=-402/440, 4-5=-179/405 WEBS 1-5=-74/295, 2-4=-551/245 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 13-7-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) except (jt=lb) 4=266. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J18 Truss Type Jack-Closed Qty 1 Ply 1 WF98 Job Reference (optional) I38380553 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:23 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-3uFT?Om388W4iBr8XgS9ZZo4E8?L0ad3Ep2coZyiOFw Scale = 1:78.7 1 2 3 6 5 4 7 8 9 2x4 4x6 5x10 3x4 3x4 3x4 1 0 - 9 - 1 2 7-2-13 7-2-13 14-5-10 7-2-13 7-2-13 7-2-13 14-5-10 7-2-13 2-0-314-0-1410.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [2:0-5-0,0-3-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.61 0.39 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.19 0.01 (loc) 4-5 4-5 4 l/defl >999 >909 n/a L/d 240 180 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-5-0 oc bracing. WEBS 1 Row at midpt 3-4, 2-4 REACTIONS.(lb/size)6=567/Mechanical, 4=567/Mechanical Max Horz 6=357(LC 11) Max Uplift 4=-307(LC 11) Max Grav 6=567(LC 1), 4=674(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-505/0, 1-2=-540/0 BOT CHORD 5-6=-391/362, 4-5=-187/385 WEBS 1-5=-9/354, 2-4=-563/275 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-3-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) except (jt=lb) 4=307. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J19 Truss Type Jack-Closed Qty 1 Ply 1 WF98 Job Reference (optional) I38380554 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:23 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-3uFT?Om388W4iBr8XgS9ZZo7s82X0dn3Ep2coZyiOFw Scale = 1:41.8 1 2 3 5 43x4 2x4 4x4 2x4 3x4 3-0-13-0-1 6-0-33-0-1 0-9-13 0-9-13 6-0-3 5-2-5 1-4-121-11-117-2-08.49 12 12.00 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.44 0.25 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.10 -0.00 (loc) 5 4-5 4 l/defl **** >712 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=229/Mechanical, 4=229/Mechanical Max Horz 5=166(LC 11) Max Uplift 4=-159(LC 11) Max Grav 5=229(LC 1), 4=254(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 0-9-13, Exterior(2) 0-9-13 to 5-10-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) except (jt=lb) 4=159. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J20 Truss Type Jack-Closed Qty 1 Ply 1 WF98 Job Reference (optional) I38380555 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:25 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-?GNEQ4oJglnoxV?Xf5Udf_tWmylOUYhMh7XjtSyiOFu Scale = 1:38.7 1 2 4 3 2x4 3x4 2x4 3x4 4-0-34-0-3 4-0-3 4-0-3 4-2-117-0-118.49 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.22 0.10 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.02 -0.00 (loc) 4 3-4 3 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=149/Mechanical, 3=149/Mechanical Max Horz 4=80(LC 11) Max Uplift 3=-143(LC 11) Max Grav 4=161(LC 20), 3=176(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) except (jt=lb) 3=143. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J21 Truss Type Jack-Closed Qty 1 Ply 1 WF98 Job Reference (optional) I38380556 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:25 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-?GNEQ4oJglnoxV?Xf5Udf_tYIymcUXiMh7XjtSyiOFu Scale = 1:46.5 1 2 4 3 2x4 3x4 2x4 3x4 2-0-32-0-3 2-0-3 2-0-3 7-0-108-5-118.49 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.12 0.02 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 4 4 3 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-3 REACTIONS.(lb/size)4=69/Mechanical, 3=69/Mechanical Max Horz 4=37(LC 11) Max Uplift 4=-13(LC 9), 3=-173(LC 11) Max Grav 4=145(LC 11), 3=110(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 4 except (jt=lb) 3=173. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J22 Truss Type Jack-Closed Qty 1 Ply 1 WF98 Job Reference (optional) I38380557 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:26 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-UTxcdQpyR3vfZfajCp?sBBPiVM6fD?6VwnGGPuyiOFt Scale = 1:27.2 1 2 3 5 4 2x4 3x4 2x4 3x4 2-2-132-2-13 -1-5-11 1-5-11 2-2-13 2-2-13 3-2-04-8-158.49 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.16 0.03 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=215/0-4-9, 4=37/Mechanical Max Horz 5=85(LC 8) Max Uplift 5=-5(LC 7), 4=-97(LC 8) Max Grav 5=215(LC 1), 4=116(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 4. 6) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J23 Truss Type Jack-Closed Qty 1 Ply 1 WF98 Job Reference (optional) I38380558 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:26 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-UTxcdQpyR3vfZfajCp?sBBPiVM6aD?kVwnGGPuyiOFt Scale = 1:16.8 1 2 3 5 42x4 3x4 2x4 2x4 2-2-132-2-13 -1-5-11 1-5-11 2-2-13 2-2-13 1-2-02-8-158.49 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.16 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=215/0-4-9, 4=37/Mechanical Max Horz 5=71(LC 11) Max Uplift 5=-15(LC 11), 4=-44(LC 11) Max Grav 5=215(LC 1), 4=49(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 4. 6) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J24 Truss Type Jack-Closed Qty 1 Ply 1 WF98 Job Reference (optional) I38380559 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:27 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-yfU_qlqaCN1WBp9vmWW5kPytFlSpyS_f8R0qxKyiOFs Scale = 1:16.8 1 2 3 5 42x4 3x4 2x4 2x4 2-2-132-2-13 -1-5-11 1-5-11 2-2-13 2-2-13 1-2-02-8-158.49 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.16 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=215/0-4-3, 4=37/Mechanical Max Horz 5=71(LC 11) Max Uplift 5=-15(LC 11), 4=-44(LC 11) Max Grav 5=215(LC 1), 4=49(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 4. 6) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J25 Truss Type Jack-Closed Qty 1 Ply 1 WF98 Job Reference (optional) I38380560 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:28 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-Qr2M25qCzg9Nozk6KD2KGcVzW9lxhujoN5lNUnyiOFr Scale = 1:41.3 1 2 3 5 4 6 7 2x4 3x4 2x4 4x4 5-10-155-10-15 -1-0-8 1-0-8 5-10-15 5-10-15 1-2-07-0-1512.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.51 0.23 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.09 -0.00 (loc) 5 4-5 4 l/defl **** >751 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=304/0-3-8, 4=217/Mechanical Max Horz 5=201(LC 11) Max Uplift 4=-158(LC 11) Max Grav 5=304(LC 1), 4=244(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 5-9-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) except (jt=lb) 4=158. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J26 Truss Type Jack-Closed Qty 17 Ply 1 WF98 Job Reference (optional) I38380561 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:28 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-Qr2M25qCzg9Nozk6KD2KGcV1S9hChtioN5lNUnyiOFr Scale = 1:52.6 1 2 3 4 6 5 7 3x4 2x4 2x4 3x4 4x4 7-11-147-11-14 -1-0-8 1-0-8 3-11-15 3-11-15 7-11-14 3-11-15 1-2-09-1-1412.00 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.19 0.47 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.32 0.00 (loc) 6 5-6 5 l/defl **** >292 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 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 4-5REACTIONS.(lb/size)6=385/0-3-8, 5=302/Mechanical Max Horz 6=264(LC 11) Max Uplift 5=-206(LC 11) Max Grav 6=385(LC 1), 5=335(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-265/105 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 7-10-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) except (jt=lb) 5=206. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J27 Truss Type Jack-Closed Qty 1 Ply 1 WF98 Job Reference (optional) I38380562 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:29 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-u1ckFRrqj_HEQ6JIuxZZpq17YZ5AQLBxclVw0DyiOFq Scale = 1:41.3 1 2 4 3 5 6 2x4 3x4 2x4 4x4 5-10-155-10-15 5-10-15 5-10-15 1-2-07-0-1512.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.56 0.23 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.09 -0.00 (loc) 4 3-4 3 l/defl **** >751 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=225/0-3-8, 3=225/Mechanical Max Horz 4=170(LC 11) Max Uplift 3=-159(LC 11) Max Grav 4=225(LC 1), 3=250(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-9-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) except (jt=lb) 3=159. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J28 Truss Type Jack-Closed Qty 2 Ply 1 WF98 Job Reference (optional) I38380563 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:30 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-MEA7TnsSUIP42GuURe4oL1aMVzS49p15rPEUYfyiOFp Scale = 1:31.6 1 2 3 5 4 6 2x4 3x4 2x4 4x4 4-6-54-6-5 -1-0-8 1-0-8 4-6-5 4-6-5 1-2-05-8-512.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.29 0.13 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.03 -0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=251/0-3-8, 4=159/Mechanical Max Horz 5=159(LC 11) Max Uplift 4=-126(LC 11) Max Grav 5=251(LC 1), 4=182(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 4-4-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) except (jt=lb) 4=126. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J29 Truss Type Jack-Closed Qty 2 Ply 1 WF98 Job Reference (optional) I38380564 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:30 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-MEA7TnsSUIP42GuURe4oL1aJvzOH9n05rPEUYfyiOFp Scale = 1:48.8 1 2 3 5 4 6 7 2x4 3x4 2x4 4x4 7-2-137-2-13 -1-0-8 1-0-8 7-2-13 7-2-13 1-2-08-4-1312.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.45 0.37 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.21 -0.00 (loc) 5 4-5 4 l/defl **** >399 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 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 3-4 REACTIONS.(lb/size)5=355/0-3-8, 4=272/Mechanical Max Horz 5=241(LC 11) Max Uplift 4=-189(LC 11) Max Grav 5=355(LC 1), 4=302(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-286/0 BOT CHORD 4-5=-255/203 WEBS 2-4=-204/257 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 7-1-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) except (jt=lb) 4=189. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J30 Truss Type Jack-Closed Qty 2 Ply 1 WF98 Job Reference (optional) I38380565 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:31 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-qQkVg7t4FbXxfQTh?Mb1uF7VbNnXuFwE33_155yiOFo Scale = 1:37.5 1 2 3 5 4 6 7 2x4 3x4 2x4 4x4 5-2-135-2-13 -1-0-8 1-0-8 5-2-13 5-2-13 1-2-06-4-1312.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.39 0.18 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.05 -0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=278/0-3-8, 4=189/Mechanical Max Horz 5=180(LC 11) Max Uplift 4=-143(LC 11) Max Grav 5=278(LC 1), 4=214(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 5-1-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) except (jt=lb) 4=143. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J31 Truss Type Jack-Closed Qty 2 Ply 1 WF98 Job Reference (optional) I38380566 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:32 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-IcItuTti0vfoHa2tZ36GRSflim85djDOIijbdYyiOFn Scale = 1:25.2 1 2 3 5 4 6 2x4 3x4 2x4 2x4 3-2-133-2-13 -1-0-8 1-0-8 3-2-13 3-2-13 1-2-04-4-1312.00 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.11 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=203/0-3-8, 4=103/Mechanical Max Horz 5=120(LC 11) Max Uplift 4=-96(LC 11) Max Grav 5=203(LC 1), 4=122(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 3-1-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 4. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J32 Truss Type Jack-Closed Qty 2 Ply 1 WF98 Job Reference (optional) I38380567 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:33 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-mpsF5puLnDnfvkc37ndVzgCwrAVDMATXXMT89_yiOFm Scale = 1:15.1 1 2 3 5 42x4 3x4 2x4 2x4 1-2-131-2-13 -1-0-8 1-0-8 1-2-13 1-2-13 1-2-02-4-1312.00 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.09 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=154/0-3-8, 4=-7/Mechanical Max Horz 5=59(LC 11) Max Uplift 4=-50(LC 11) Max Grav 5=154(LC 1), 4=23(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 4. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J33 Truss Type JACK-CLOSED Qty 1 Ply 1 WF98 Job Reference (optional) I38380568 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:33 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-mpsF5puLnDnfvkc37ndVzgCrfAToM9JXXMT89_yiOFm Scale = 1:38.4 1 2 3 5 4 6 7 2x4 3x4 2x4 4x4 5-4-135-4-13 -1-0-8 1-0-8 5-4-13 5-4-13 1-2-06-6-1312.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.42 0.19 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.06 -0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=284/0-3-8, 4=196/Mechanical Max Horz 5=185(LC 11) Max Uplift 4=-147(LC 11) Max Grav 5=284(LC 1), 4=221(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 5-3-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) except (jt=lb) 4=147. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J34 Truss Type JACK-CLOSED Qty 1 Ply 1 WF98 Job Reference (optional) I38380569 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:34 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-F?PdI9vzYWvWWuBFgU8kWtl5barJ5djhl0ChhQyiOFl Scale = 1:17.6 1 2 3 5 42x4 3x4 2x4 2x4 1-8-91-8-9 -1-0-8 1-0-8 1-8-9 1-8-9 1-2-02-10-912.00 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.09 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=158/0-3-8, 4=27/Mechanical Max Horz 5=74(LC 11) Max Uplift 4=-61(LC 11) Max Grav 5=158(LC 1), 4=43(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 4. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J35 Truss Type Jack-Closed Qty 1 Ply 1 WF98 Job Reference (optional) I38380570 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:34 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-F?PdI9vzYWvWWuBFgU8kWtl4Bapr5djhl0ChhQyiOFl Scale: 1/2"=1' 1 2 3 5 4 3x4 3x4 3x4 2x4 1-3-51-3-5 -1-5-11 1-5-11 1-3-5 1-3-5 3-2-04-0-138.49 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.18 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=216/0-4-9, 4=-41/Mechanical Max Horz 5=-77(LC 9) Max Uplift 5=-33(LC 9), 4=-141(LC 8) Max Grav 5=216(LC 1), 4=126(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) except (jt=lb) 4=141. 6) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J36 Truss Type Jack-Closed Qty 1 Ply 1 WF98 Job Reference (optional) I38380571 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:35 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-jBz0WUwbJq1N81mSECgz25HEE_Bsq4yq_gyFEtyiOFk Scale = 1:12.8 1 2 3 5 4 2x4 2x4 2x4 2x4 1-1-31-1-3 -1-5-11 1-5-11 1-1-3 1-1-3 1-2-01-11-58.49 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.16 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-1-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=227/0-4-9, 4=-65/Mechanical Max Horz 5=47(LC 11) Max Uplift 5=-23(LC 11), 4=-65(LC 1) Max Grav 5=227(LC 1), 4=4(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 4. 6) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J37 Truss Type Jack-Closed Qty 2 Ply 1 WF98 Job Reference (optional) I38380572 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:36 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-BOXOjqwD489EmBLeovBCbIqPMOX4ZXCzDKiomJyiOFj Scale = 1:12.2 1 2 3 5 42x4 2x4 2x4 2x4 1-10-151-10-15 -1-0-8 1-0-8 1-10-15 1-10-15 0-10-121-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.13 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=259/0-3-0, 4=54/Mechanical Max Horz 5=52(LC 8) Max Uplift 5=-33(LC 11), 4=-23(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 4. 6) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J38 Truss Type Jack-Closed Qty 2 Ply 1 WF98 Job Reference (optional) I38380573 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:36 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-BOXOjqwD489EmBLeovBCbIqOQOWPZXCzDKiomJyiOFj Scale = 1:17.2 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 3-10-153-10-15 -1-0-8 1-0-8 3-10-15 3-10-15 0-10-122-10-36.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.19 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=355/0-3-0, 4=198/Mechanical Max Horz 5=70(LC 11) Max Uplift 5=-28(LC 11), 4=-50(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-327/102 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 3-9-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 4. 6) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J39 Truss Type Jack-Closed Qty 1 Ply 2 WF98 Job Reference (optional) I38380574 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:37 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-fa5mxAxrrRH5NLwqMciR8WNWjnnTIyV7S_RMIlyiOFi Scale: 1/2"=1' 1 2 3 4 6 5 7 8 5x6 2x4 2x4 5x6 5x6 5-8-85-8-8 -1-0-8 1-0-8 2-10-4 2-10-4 5-8-8 2-10-4 0-10-123-9-06.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-12], [5:0-3-0,0-3-0], [6:0-3-0,0-3-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.42 0.33 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.04 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-4-10 oc bracing. REACTIONS.(lb/size)6=2462/0-3-0, 5=2376/Mechanical Max Horz 6=90(LC 11) Max Uplift 6=-539(LC 8), 5=-570(LC 8) Max Grav 6=2544(LC 18), 5=2477(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-941/817, 2-3=-465/656, 3-4=-697/525, 4-5=-1028/862 BOT CHORD 5-6=-1775/2088 WEBS 3-6=-2615/2059, 3-5=-2528/2149 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 5-6-12 zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=570. 8) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-860, 5-6=-20 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J40 Truss Type Jack-Closed Qty 2 Ply 1 WF98 Job Reference (optional) I38380575 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:38 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-7mf88WyTclPy?VV1vKDggjvlNBBV1QiGgeBvqCyiOFh Scale = 1:9.4 1 2 3 4 5 6 2x4 2x4 3x4 3-10-153-10-15 -1-0-8 1-0-8 3-10-15 3-10-15 0-5-131-1-102.00 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.17 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.02 0.00 (loc) 2-4 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=134/Mechanical, 2=227/0-3-0 Max Horz 2=24(LC 11) Max Uplift 4=-52(LC 7), 2=-95(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 3-9-3 zone; cantilever left and right exposed ; porch left and right 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 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 4. 6) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J41 Truss Type Jack-Closed Qty 2 Ply 1 WF98 Job Reference (optional) I38380576 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:39 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-bzDWMsz6N3Xpdf4DT1kvDxSr5bVUmtyQvIwSNeyiOFg Scale = 1:13.0 1 2 3 4 5 6 2x4 2x4 3x4 5-10-155-10-15 -1-0-8 1-0-8 5-10-15 5-10-15 0-5-131-5-102.00 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.49 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.09 -0.09 0.00 (loc) 2-4 2-4 l/defl >778 >743 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=218/Mechanical, 2=303/0-3-0 Max Horz 2=34(LC 11) Max Uplift 4=-85(LC 7), 2=-123(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 5-9-3 zone; cantilever left and right exposed ; porch left and right 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 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 4. 6) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J42 Truss Type Jack-Closed Qty 2 Ply 1 WF98 Job Reference (optional) I38380577 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:39 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-bzDWMsz6N3Xpdf4DT1kvDxSjRbR3mtyQvIwSNeyiOFg Scale = 1:16.6 1 2 3 4 5 6 2x4 2x4 3x4 7-10-157-10-15 -1-0-8 1-0-8 7-10-15 7-10-15 0-5-131-9-102.00 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.98 0.45 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.29 -0.31 0.00 (loc) 2-4 2-4 l/defl >318 >299 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=300/Mechanical, 2=381/0-3-0 Max Horz 2=44(LC 11) Max Uplift 4=-117(LC 7), 2=-151(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 7-9-3 zone; cantilever left and right exposed ; porch left and right 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 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) except (jt=lb) 4=117. 6) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J43 Truss Type Jack-Closed Qty 2 Ply 1 WF98 Job Reference (optional) I38380578 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:40 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-39nvZC_k8MggEpfP1lF8l8?7W?u6VKCZ8yg0v4yiOFf Scale = 1:6.8 1 2 3 4 5x6 3x4 1-10-151-10-15 -1-0-8 1-0-8 1-10-15 1-10-15 0-5-130-9-102.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-0-0], [3:1-4-1,0-1-12], [4:0-1-12,0-0-5] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.06 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=50/Mechanical, 2=153/0-3-0 Max Horz 2=14(LC 11) Max Uplift 4=-18(LC 7), 2=-69(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right 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 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 4. 6) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J44 Truss Type Jack-Closed Qty 4 Ply 1 WF98 Job Reference (optional) I38380579 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-XLLHnY_MvgoXsyEcbSnNIMXC1P32EeMjMcPZRWyiOFe Scale = 1:17.8 1 2 3 4 5 6 7 4x4 4x6 4x4 3x4 10-0-010-0-0 -1-0-8 1-0-8 5-1-15 5-1-15 10-0-0 4-10-1 0-5-132-1-132.00 12 Plate Offsets (X,Y)-- [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.39 0.74 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.42 -0.49 0.03 (loc) 2-5 2-5 5 l/defl >279 >239 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-5-10 oc bracing. REACTIONS.(lb/size)5=577/Mechanical, 2=707/0-3-0 Max Horz 2=55(LC 11) Max Uplift 5=-150(LC 7), 2=-181(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1523/465 BOT CHORD 2-5=-503/1460 WEBS 3-5=-1370/402 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 9-10-4 zone; cantilever left and right exposed ; porch left and right 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 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) except (jt=lb) 5=150. 6) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J45 Truss Type Jack-Closed Qty 2 Ply 1 WF98 Job Reference (optional) I38380580 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-XLLHnY_MvgoXsyEcbSnNIMXGdPE4EnRjMcPZRWyiOFe Scale = 1:17.1 1 2 3 4 2x4 2x4 2x4 2-8-72-8-7 -1-5-11 1-5-11 2-8-7 2-8-7 0-5-32-4-28.49 12 Plate Offsets (X,Y)-- [2:0-2-3,0-1-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.16 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2-4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=60/Mechanical, 2=230/0-4-9 Max Horz 2=82(LC 11) Max Uplift 4=-27(LC 11), 2=-39(LC 11) Max Grav 4=66(LC 18), 2=230(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 4. 6) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss J46 Truss Type Jack-Closed Qty 1 Ply 1 WF98 Job Reference (optional) I38380581 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:42 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-0Yuf_u?_g_wNU6oo8AIcrZ4SroaYzEhsbG96zzyiOFd Scale = 1:17.9 1 2 3 4 2x4 2x4 2x4 2-0-02-0-0 -1-0-8 1-0-8 2-0-0 2-0-0 0-5-32-5-312.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.07 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=54/Mechanical, 2=156/0-3-8 Max Horz 2=83(LC 11) Max Uplift 4=-33(LC 11), 2=-14(LC 11) Max Grav 4=61(LC 18), 2=156(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 4. 6) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss M1 Truss Type Monopitch Qty 5 Ply 1 WF98 Job Reference (optional) I38380582 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:46 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-uJ8AqF2VjCQpzk6ZN?MY?PE7eQx9v2FSWu7K6kyiOFZ Scale = 1:25.6 1 2 3 4 6 5 7 2x4 3x4 2x4 3x4 2-9-132-9-13 -1-0-8 1-0-8 2-9-13 2-9-13 2-11-5 0-1-8 1-6-24-5-74-3-1512.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.15 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 6 5-6 5 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=129/Mechanical, 6=298/0-3-8 Max Horz 6=101(LC 11) Max Uplift 5=-114(LC 11) Max Grav 5=150(LC 18), 6=298(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-273/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 2-11-5 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) except (jt=lb) 5=114. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss M2 Truss Type Monopitch Qty 8 Ply 1 WF98 Job Reference (optional) I38380583 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:47 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-uJ8AqF2VjCQpzk6ZN?MY?PE82Qu4v?6SWu7K6jyiOFZ Scale = 1:23.7 1 2 3 4 5 7 6 8 2x4 5x6 3x10 4x4 3x4 2x4 4-2-44-2-4 6-0-01-9-12 -1-0-8 1-0-8 4-2-4 4-2-4 6-0-0 1-9-12 0-10-123-10-126.00 12 Plate Offsets (X,Y)-- [2:0-6-13,Edge], [6:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.12 0.24 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 0.01 (loc) 2-7 2-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 2-4-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-3-9 oc bracing. REACTIONS.(lb/size)6=1057/0-3-8, 2=749/0-3-0 Max Horz 2=105(LC 11) Max Uplift 6=-171(LC 11), 2=-72(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-858/374 BOT CHORD 2-7=-383/613, 6-7=-383/613 WEBS 4-6=-1162/726 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 5-10-4 zone; cantilever left and right exposed ; porch 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 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. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces. 5) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1000 lb down and 592 lb up at 4-2-4 on top 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 Uniform Loads (plf) Vert: 1-5=-100, 2-6=-20 Concentrated Loads (lb) Vert: 4=-1000 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss P1 Truss Type PIGGYBACK Qty 1 Ply 1 WF98 Job Reference (optional) I38380584 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:48 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-qhGwFx4lFqgXC1GyVQP04qKT0DcANyfkzCcRBcyiOFX Scale = 1:35.0 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 18 19 3x4 3x4 3x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 19-6-1019-6-10 1-11-14 1-11-14 17-6-12 15-6-14 19-6-10 1-11-14 0-5-31-10-61-11-140-1-80-5-30-1-81-10-612.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [4:0-2-8,0-2-0], [6:0-1-9,0-1-8], [9:0-2-8,0-2-0], [10:0-0-0,0-0-0], [11:0-2-6,0-1-8], [15:0-3-0,0-3-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.15 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 11 11 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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. REACTIONS.All bearings 18-5-4. (lb) - Max Horz 2=-36(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 16, 17, 14, 13, 11 Max Grav All reactions 250 lb or less at joint(s) 2, 17, 13, 11 except 15=312(LC 1), 16=337(LC 23), 14=337(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-16=-254/92, 8-14=-254/93 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-8 to 6-2-13, Interior(1) 6-2-13 to 17-6-12, Exterior(2) 17-6-12 to 19-4-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15, 16, 17, 14, 13, 11. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss P2 Truss Type PIGGYBACK Qty 1 Ply 1 WF98 Job Reference (optional) I38380585 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:57 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-3QIK70BO7bpFnQSgXp37ykC?krgE_0S325HP?byiOFO Scale = 1:34.2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 3x4 3x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 19-6-1019-6-10 3-11-14 3-11-14 15-6-12 11-6-14 19-6-10 3-11-14 0-5-33-10-63-11-140-1-80-5-30-1-83-10-612.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [4:0-2-8,0-2-0], [8:0-2-8,0-2-0], [9:0-0-0,0-0-0], [10:0-2-6,0-1-8], [14:0-3-0,0-3-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.07 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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. REACTIONS.All bearings 18-5-4. (lb) - Max Horz 2=-74(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 15, 13, 10 except 16=-108(LC 11), 12=-106(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 16, 12, 10 except 14=333(LC 23), 15=294(LC 22), 13=294(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-14=-254/94 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-8 to 3-2-8, Interior(1) 3-2-8 to 3-11-14, Exterior(2) 3-11-14 to 8-2-13, Interior(1) 8-2-13 to 15-6-12, Exterior(2) 15-6-12 to 19-4-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 15, 13, 10 except (jt=lb) 16=108, 12=106. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss P3 Truss Type PIGGYBACK Qty 1 Ply 1 WF98 Job Reference (optional) I38380586 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:59 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-0pQ4YiCefC3z0kc3eE5b19HLEfLPSujMVPmW4UyiOFM Scale = 1:39.0 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 3x4 3x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 19-6-1019-6-10 5-11-14 5-11-14 13-6-12 7-6-14 19-6-10 5-11-14 0-5-35-10-65-11-140-1-80-5-30-1-85-10-612.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [5:0-2-8,0-2-0], [7:0-2-8,0-2-0], [8:0-0-0,0-0-0], [9:0-0-0,0-0-0], [10:0-2-6,0-1-8], [14:0-3-0,0-3-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.15 0.16 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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. REACTIONS.All bearings 18-5-4. (lb) - Max Horz 2=-113(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 14, 15, 13, 10 except 2=-106(LC 9), 16=-187(LC 11), 12=-188(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=427(LC 25), 15=362(LC 18), 16=299(LC 18), 13=344(LC 19), 12=300(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-14=-256/96, 3-16=-269/217, 9-12=-269/218 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-8 to 3-2-8, Interior(1) 3-2-8 to 5-11-14, Exterior(2) 5-11-14 to 10-2-13, Interior(1) 10-2-13 to 13-6-12, Exterior(2) 13-6-12 to 17-9-5, Interior(1) 17-9-5 to 19-4-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 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, with BCDL = 10.0psf. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 15, 13, 10 except (jt=lb) 2=106, 16=187, 12=188. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss P4 Truss Type PIGGYBACK Qty 1 Ply 1 WF98 Job Reference (optional) I38380587 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:10:00 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-U?_Sm2DHQWBqetBFCycqZMqWJ3hZBLuWk3W3cwyiOFL Scale = 1:46.0 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 3x4 3x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 19-6-1019-6-10 7-11-14 7-11-14 11-6-12 3-6-14 19-6-10 7-11-14 0-5-37-10-67-11-140-1-80-5-30-1-87-10-612.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [5:0-2-8,0-2-0], [7:0-2-8,0-2-0], [8:0-0-0,0-0-0], [9:0-0-0,0-0-0], [10:0-2-6,0-1-8], [14:0-3-0,0-3-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.13 0.16 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.01 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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. REACTIONS.All bearings 18-5-4. (lb) - Max Horz 2=-152(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 10 except 15=-164(LC 11), 16=-174(LC 11), 13=-162(LC 12), 12=-175(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=336(LC 21), 15=391(LC 18), 16=283(LC 18), 13=389(LC 19), 12=284(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-279/186, 9-10=-270/187 WEBS 3-16=-256/202, 9-12=-256/203 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-8 to 3-2-8, Interior(1) 3-2-8 to 7-11-14, Exterior(2) 7-11-14 to 15-9-11, Interior(1) 15-9-11 to 19-4-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 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, with BCDL = 10.0psf. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 10 except (jt=lb) 15=164, 16=174, 13=162, 12=175. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss P5 Truss Type PIGGYBACK Qty 1 Ply 1 WF98 Job Reference (optional) I38380588 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:10:01 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-yBYrzNEvBpJhG1lSmf736aMhIT1rwoCfzjFd8MyiOFK Scale = 1:58.4 1 2 3 4 5 6 7 89 14 13 12 11 10 15 16 17 18 4x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 19-6-1019-6-10 9-9-5 9-9-5 19-6-10 9-9-5 0-5-39-7-139-9-50-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [6:0-0-0,0-0-0], [7:0-0-0,0-0-0], [8:0-2-6,0-1-8], [12:0-3-0,0-3-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.18 0.16 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 8 8 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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. WEBS 1 Row at midpt 5-12 REACTIONS.All bearings 18-5-4. (lb) - Max Horz 2=-185(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 8 except 2=-104(LC 9), 13=-206(LC 11), 14=-158(LC 11), 11=-205(LC 12), 10=-157(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=381(LC 21), 13=436(LC 18), 14=268(LC 18), 11=435(LC 19), 10=267(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-262/166 WEBS 4-13=-294/230, 6-11=-293/230 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-8 to 3-2-8, Interior(1) 3-2-8 to 9-9-5, Exterior(2) 9-9-5 to 12-9-5, Interior(1) 12-9-5 to 19-4-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 2=104, 13=206, 14=158, 11=205, 10=157. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss P6 Truss Type PIGGYBACK Qty 1 Ply 1 WF98 Job Reference (optional) I38380589 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:10:02 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-QO6DBjFXy7RYtBKeJMfIenvs3sMzfFMoBN?AhoyiOFJ Scale = 1:62.1 12 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 3x4 4x4 4x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 23-9-1223-9-12 1-7-14 1-7-14 12-9-5 11-1-7 20-1-1 7-3-12 23-9-12 3-8-11 0-5-31-6-69-7-132-4-09-9-50-1-80-4-50-1-81-6-612.00 12 7.07 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [3:0-2-8,0-2-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.18 0.16 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS.All bearings 22-10-11. (lb) - Max Horz 2=-184(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 10 except 16=-209(LC 11), 13=-199(LC 12), 17=-120(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=381(LC 20), 16=442(LC 18), 13=430(LC 19), 12=333(LC 1), 17=422(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-288/248, 6-7=-286/276 WEBS 6-14=-301/206, 5-16=-306/238, 7-13=-293/224, 9-12=-258/130, 4-17=-325/133 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-8 to 4-7-14, Interior(1) 4-7-14 to 12-9-5, Exterior(2) 12-9-5 to 15-9-5, Interior(1) 15-9-5 to 23-9-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 10 except (jt=lb) 16=209, 13=199, 17=120. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss P7 Truss Type PIGGYBACK Qty 1 Ply 1 WF98 Job Reference (optional) I38380590 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:10:03 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-uagbO3F9jRZPVLvqt4AXB?S0AGiIOinyQ1kkDFyiOFI Scale = 1:61.5 12 3 4 5 6 7 89 10 11 18 17 16 15 14 13 12 20 21 22 23 19 3x4 3x4 4x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 21-9-1221-9-12 3-7-14 3-7-14 6-7-14 3-0-0 12-9-5 6-1-7 17-2-11 4-5-5 21-9-12 4-7-1 0-5-33-6-69-7-135-2-79-9-50-1-82-6-00-1-83-6-612.00 12 7.07 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [3:0-2-8,0-2-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.22 0.16 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 1 1 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 88 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-15 REACTIONS.All bearings 20-11-9. (lb) - Max Horz 2=179(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2 except 17=-154(LC 11), 18=-153(LC 11), 14=-172(LC 12), 13=-252(LC 7), 12=-267(LC 10) Max Grav All reactions 250 lb or less at joint(s) 2 except 15=444(LC 20), 17=369(LC 18), 18=374(LC 1), 14=459(LC 19), 13=436(LC 19), 12=277(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-17=-270/181, 4-18=-271/164, 8-14=-284/200, 10-13=-257/168 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-8 to 3-2-8, Interior(1) 3-2-8 to 3-7-14, Exterior(2) 3-7-14 to 6-7-14, Interior(1) 6-7-14 to 12-9-5, Exterior(2) 12-9-5 to 15-9-5, Interior(1) 15-9-5 to 21-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Bearing at joint(s) 19, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide metal plate or equivalent at bearing(s) 12, 12 to support reaction shown. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 17=154, 18=153, 14=172, 13=252, 12=267. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss P8 Truss Type PIGGYBACK Qty 1 Ply 1 WF98 Job Reference (optional) I38380591 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:10:04 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-MmEzbPGnUkhG7VU1RnhmkC_Czg3v7Bd5fhUHlhyiOFH Scale = 1:34.9 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 18 19 3x4 5x6 3x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 19-6-1019-6-10 1-11-12 1-11-12 17-6-14 15-7-1 19-6-10 1-11-12 0-5-31-10-41-11-120-1-80-5-30-1-81-10-412.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [4:0-2-8,0-2-0], [6:0-3-0,0-3-4], [6:0-0-0,0-1-12], [7:0-1-12,0-0-0], [9:0-2-8,0-2-0], [10:0-0-0,0-0-0], [11:0-2-6,0-1-8], [15:0-3-0,0-3-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 11 11 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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. REACTIONS.All bearings 18-5-4. (lb) - Max Horz 2=-36(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 16, 17, 14, 13, 11 Max Grav All reactions 250 lb or less at joint(s) 2, 17, 13, 11 except 15=312(LC 1), 16=337(LC 23), 14=337(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-16=-255/93, 8-14=-255/93 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-8 to 6-2-11, Interior(1) 6-2-11 to 17-6-14, Exterior(2) 17-6-14 to 19-4-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15, 16, 17, 14, 13, 11. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss P9 Truss Type PIGGYBACK Qty 1 Ply 1 WF98 Job Reference (optional) I38380592 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:10:05 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-rznLplHPF2p7kf3D?VC?GQXNj4P6seRFuLDqH7yiOFG Scale = 1:34.2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 3x4 3x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 19-6-1019-6-10 3-11-12 3-11-12 15-6-14 11-7-1 19-6-10 3-11-12 0-5-33-10-43-11-120-1-80-5-30-1-83-10-412.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [4:0-2-8,0-2-0], [8:0-2-8,0-2-0], [9:0-0-0,0-0-0], [10:0-2-6,0-1-8], [14:0-3-0,0-3-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.07 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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. REACTIONS.All bearings 18-5-4. (lb) - Max Horz 2=-74(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 15, 13, 10 except 16=-108(LC 11), 12=-106(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 16, 12, 10 except 14=333(LC 23), 15=294(LC 22), 13=294(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-14=-254/94 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-8 to 3-2-8, Interior(1) 3-2-8 to 3-11-12, Exterior(2) 3-11-12 to 8-2-11, Interior(1) 8-2-11 to 15-6-14, Exterior(2) 15-6-14 to 19-4-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 15, 13, 10 except (jt=lb) 16=108, 12=106. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss P10 Truss Type PIGGYBACK Qty 1 Ply 1 WF98 Job Reference (optional) I38380593 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:49 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-IupISH5N07oOqBr838wFd2seldx46NEuCsL_j3yiOFW Scale = 1:38.5 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 3x4 3x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 19-6-1019-6-10 5-11-12 5-11-12 13-6-14 7-7-1 19-6-10 5-11-12 0-5-35-10-45-11-120-1-80-5-30-1-85-10-412.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [5:0-2-8,0-2-0], [7:0-2-8,0-2-0], [8:0-0-0,0-0-0], [9:0-0-0,0-0-0], [10:0-2-6,0-1-8], [14:0-3-0,0-3-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.16 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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. REACTIONS.All bearings 18-5-4. (lb) - Max Horz 2=-113(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 14, 15, 13, 10 except 2=-106(LC 9), 16=-187(LC 11), 12=-188(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=427(LC 25), 15=361(LC 18), 16=300(LC 18), 13=343(LC 19), 12=300(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-14=-256/96, 3-16=-269/217, 9-12=-269/218 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-8 to 3-2-8, Interior(1) 3-2-8 to 5-11-12, Exterior(2) 5-11-12 to 10-2-11, Interior(1) 10-2-11 to 13-6-14, Exterior(2) 13-6-14 to 17-9-5, Interior(1) 17-9-5 to 19-4-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 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, with BCDL = 10.0psf. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 15, 13, 10 except (jt=lb) 2=106, 16=187, 12=188. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss P11 Truss Type PIGGYBACK Qty 1 Ply 2 WF98 Job Reference (optional) I38380594 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-n4Ngfd5?nRwFRLQKcrRU9FPqt1HVrsA1RW5YGVyiOFV Scale = 1:45.2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 3x4 3x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 19-6-1019-6-10 7-10-4 7-10-4 11-8-6 3-10-1 19-6-10 7-10-4 0-5-37-8-127-10-40-1-80-5-30-1-87-8-1212.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [5:0-2-8,0-2-0], [7:0-2-8,0-2-0], [8:0-0-0,0-0-0], [9:0-0-0,0-0-0], [10:0-2-6,0-1-8], [14:0-3-0,0-3-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.07 0.08 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 146 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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. REACTIONS.All bearings 18-5-4. (lb) - Max Horz 2=-149(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 10 except 15=-160(LC 11), 16=-175(LC 11), 13=-158(LC 12), 12=-176(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=339(LC 2), 15=387(LC 18), 16=284(LC 18), 13=385(LC 19), 12=285(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-280/190, 9-10=-272/191 WEBS 3-16=-257/203, 9-12=-257/204 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-8 to 3-2-8, Interior(1) 3-2-8 to 7-10-4, Exterior(2) 7-10-4 to 15-11-4, Interior(1) 15-11-4 to 19-4-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 10 except (jt=lb) 15=160, 16=175, 13=158, 12=176. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss P12 Truss Type PIGGYBACK Qty 1 Ply 1 WF98 Job Reference (optional) I38380595 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:51 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-FGx3tz6dYl263V_XAZyjiTyySRc6aGDBgAq5oxyiOFU Scale = 1:61.5 12 3 4 5 6 7 89 10 11 18 17 16 15 14 13 12 20 21 22 19 3x4 3x4 4x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 21-9-1221-9-12 7-6-13 7-6-13 10-6-13 3-0-0 12-9-5 2-2-8 17-2-11 4-5-5 21-9-12 4-7-1 0-4-157-5-59-7-135-2-79-9-50-1-82-6-00-1-87-5-512.00 12 7.07 12 Plate Offsets (X,Y)-- [2:0-2-4,0-1-8], [4:0-2-8,0-2-0], [12:0-2-0,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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.21 0.18 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 1 1 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 91 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 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.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-15 REACTIONS.All bearings 20-11-13. (lb) - Max Horz 2=179(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2 except 17=-109(LC 11), 18=-205(LC 11), 14=-143(LC 12), 13=-356(LC 12), 12=-219(LC 19) Max Grav All reactions 250 lb or less at joint(s) 2 except 15=400(LC 21), 17=420(LC 24), 18=470(LC 18), 14=455(LC 19), 13=434(LC 19), 12=337(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-17=-263/137, 3-18=-305/217, 8-14=-262/174, 10-13=-259/213 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-8 to 3-2-8, Interior(1) 3-2-8 to 7-6-13, Exterior(2) 7-6-13 to 10-6-13, Interior(1) 10-6-13 to 12-9-5, Exterior(2) 12-9-5 to 15-9-5, Interior(1) 15-9-5 to 21-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Bearing at joint(s) 19, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide metal plate or equivalent at bearing(s) 12, 12 to support reaction shown. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 17=109, 18=205, 14=143, 13=356, 12=219. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss P13 Truss Type PIGGYBACK Qty 1 Ply 1 WF98 Job Reference (optional) I38380596 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:52 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-jTVR4I7FJ2AzhfZjkGTyFgU7NqyzJk2KuqaeKOyiOFT Scale = 1:61.9 12 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 213x4 4x6 4x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 23-9-1223-9-12 5-6-13 5-6-13 8-6-13 3-0-0 12-9-5 4-2-8 20-1-1 7-3-12 23-9-12 3-8-11 0-4-155-5-59-7-132-4-09-9-50-1-80-4-10-1-85-5-512.00 12 7.07 12 Plate Offsets (X,Y)-- [2:0-2-4,0-1-8], [4:0-2-8,0-2-0], [5:0-2-8,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.20 0.14 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 10 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 91 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS.All bearings 22-11-5. (lb) - Max Horz 2=-186(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 12, 10 except 17=-207(LC 11), 13=-194(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=441(LC 18), 16=394(LC 24), 17=451(LC 18), 13=427(LC 19), 12=294(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-17=-283/219, 7-13=-285/219 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-8 to 3-2-8, Interior(1) 3-2-8 to 5-6-13, Exterior(2) 5-6-13 to 8-6-13, Interior(1) 8-6-13 to 12-9-5, Exterior(2) 12-9-5 to 15-9-5, Interior(1) 15-9-5 to 23-11-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 12, 10 except (jt=lb) 17=207, 13=194. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss P14 Truss Type PIGGYBACK Qty 1 Ply 1 WF98 Job Reference (optional) I38380597 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:53 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-Bf3pIe8u4MIqIo8vIz_Bnu1IjEIx2BEU7UJCsqyiOFS Scale = 1:58.9 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 3x4 3x4 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 22-6-1022-6-10 3-6-13 3-6-13 6-6-13 3-0-0 12-9-5 6-2-8 22-6-10 9-9-5 0-5-33-5-59-7-139-9-50-1-80-5-30-1-83-5-512.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [3:0-2-8,0-2-0], [10:0-2-6,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.22 0.16 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14 REACTIONS.All bearings 21-5-4. (lb) - Max Horz 2=-185(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 14 except 16=-179(LC 11), 17=-138(LC 11), 13=-205(LC 12), 12=-157(LC 12), 10=-148(LC 10) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=479(LC 20), 16=406(LC 18), 17=370(LC 1), 13=436(LC 19), 12=271(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-258/225 WEBS 7-14=-263/100, 6-16=-275/206, 4-17=-268/152, 8-13=-295/230 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-8 to 3-2-8, Interior(1) 3-2-8 to 3-6-13, Exterior(2) 3-6-13 to 6-6-13, Interior(1) 6-6-13 to 12-9-5, Exterior(2) 12-9-5 to 15-9-5, Interior(1) 15-9-5 to 22-4-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 16=179, 17=138, 13=205, 12=157, 10=148. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss P15 Truss Type PIGGYBACK Qty 1 Ply 1 WF98 Job Reference (optional) I38380598 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:54 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-frdBV_8WrgQhwyj6rhVQK5aU?ee7neMdM83lPGyiOFR Scale = 1:58.9 12 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 3x4 4x6 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 22-6-1022-6-10 1-6-13 1-6-13 4-6-13 3-0-0 12-9-5 8-2-8 22-6-10 9-9-5 0-5-31-5-59-7-139-9-50-1-80-5-30-1-81-5-512.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [3:0-2-8,0-2-0], [4:0-2-8,Edge], [9:0-2-6,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.16 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 9 9 9 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13 REACTIONS.All bearings 21-5-4. (lb) - Max Horz 2=-186(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 16 except 15=-214(LC 11), 12=-206(LC 12), 11=-156(LC 12), 9=-129(LC 8) Max Grav All reactions 250 lb or less at joint(s) 2, 9 except 13=436(LC 20), 15=444(LC 18), 16=361(LC 1), 12=436(LC 19), 11=269(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-251/229, 6-7=-249/257 WEBS 6-13=-274/154, 5-15=-310/240, 4-16=-275/115, 7-12=-294/230 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-8 to 4-6-13, Interior(1) 4-6-13 to 12-9-5, Exterior(2) 12-9-5 to 15-9-5, Interior(1) 15-9-5 to 22-4-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16 except (jt=lb) 15=214, 12=206, 11=156, 9=129. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss P16 Truss Type PIGGYBACK Qty 1 Ply 1 WF98 Job Reference (optional) I38380599 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:55 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-72BZjK98czZXY6IIPO1fsJ6f?2_dW5kmaooIxiyiOFQ Scale = 1:58.9 12 16 3 4 5 6 7 89 15 14 13 12 11 10 17 18 19 3x4 3x4 4x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 22-6-1022-6-10 0-7-3 0-7-3 3-7-3 3-0-0 12-9-5 9-2-2 22-6-10 9-9-5 0-4-159-7-139-9-50-1-80-4-150-1-812.00 12 Plate Offsets (X,Y)-- [8:0-2-4,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.15 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 8 8 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-13: 2x6 SPF No.2 OTHERS 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. WEBS 1 Row at midpt 5-12 REACTIONS.All bearings 21-5-12. (lb) - Max Horz 2=186(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 16, 8 except 14=-204(LC 11), 15=-159(LC 11), 11=-204(LC 12), 10=-155(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 15, 8 except 16=266(LC 20), 12=362(LC 21), 14=448(LC 18), 11=438(LC 19), 10=266(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-16=-260/160 WEBS 4-14=-294/230, 6-11=-293/230 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-8 to 0-6-7, Interior(1) 3-7-0 to 12-9-5, Exterior(2) 12-9-5 to 15-9-5, Interior(1) 15-9-5 to 22-4-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 4-0-0 oc. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 8 except (jt=lb) 14=204, 15=159, 11=204, 10=155. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss P17 Truss Type PIGGYBACK Qty 1 Ply 3 WF98 Job Reference (optional) I38380600 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:09:56 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-bElywgAmNHhO9GtUz6YuPWfrOSLNFZiwpRYsT9yiOFP Scale = 1:67.1 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 3x4 3x4 4x4 4x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 28-1-828-1-8 13-6-14 13-6-14 15-4-3 1-9-6 19-7-6 4-3-2 22-7-6 3-0-0 28-1-8 5-6-2 0-4-57-10-79-7-135-4-119-9-50-1-80-5-30-1-85-4-117.07 12 12.00 12 Plate Offsets (X,Y)-- [9:0-2-8,Edge], [10:0-2-8,0-2-0], [12:0-2-6,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.07 0.05 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 13 13 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 313 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 9-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 26-8-15. (lb) - Max Horz 2=186(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 20, 15, 12 except 18=-122(LC 11), 19=-102(LC 11), 14=-198(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 12 except 16=460(LC 18), 18=459(LC 18), 19=387(LC 18), 20=288(LC 22), 15=393(LC 25), 14=440(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-251/198 WEBS 8-16=-279/40, 6-18=-254/146, 11-14=-282/210 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-3-7 to 3-4-3, Interior(1) 3-4-3 to 15-4-3, Exterior(2) 15-4-3 to 18-4-3, Interior(1) 18-4-3 to 22-7-6, Exterior(2) 22-7-6 to 25-7-6, Interior(1) 25-7-6 to 27-11-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) 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. 6) Provide adequate drainage to prevent water ponding. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 4-0-0 oc. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 20, 15, 12 except (jt=lb) 18=122, 19=102, 14=198. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 19-4408A Truss V1 Truss Type Valley Qty 1 Ply 1 WF98 Job Reference (optional) I38380601 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:10:06 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:Um_h1SBa69j26iIGf2kzHoyk5LV-J9Lk05I10Mx_MoePYCjEpd3aZUmKb5YO6?zOqayiOFF Scale = 1:10.6 1 2 3 4 2x4 4x4 2x4 2x4 0-0-40-0-4 3-1-103-1-6 1-6-13 1-6-13 3-1-10 1-6-13 0-0-41-6-130-0-412.00 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.02 0.01 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=58/3-1-2, 3=58/3-1-2, 4=78/3-1-2 Max Horz 1=-24(LC 7) Max Uplift 1=-14(LC 12), 3=-14(LC 12), 4=-1(LC 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. September 3,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.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.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths Truss Connector Total ListManuf Product QtyHCP2 16HHSUQ210-2-SDSX SKL45 3HHUS26-2 1HTU210-2 1HTU210-2X SKL17 1HTU26X SKL17 4HTU28-2X SKL45 1HTU28X SKL45 12HTU28-X SKL45 2HUS28 1USP JUS24 3LGT2 2LU24 51LUS24 5LUS26 1One H2.5A 203THJA26 5TJC37 64TJC57 9Two H2.5A 11VGT 3LG2LG12-06-007-04-00 9-06-00 16-04-0022-00-0026-00-0021-08-1024-00-0010-00-0010-04-001-04-001-00-001-00-0025-08-006-04-0012-04-00 6-11-00 15-07-006-06-005-04-006-06-002-00-0019-02-0018-00-0018-00-0014-06-00 11-06-0014-06-0028-11-13G9E1CJ1CJ1J2J3J2J3J2J3J2J3G8C1J5G15J6J5G15J6J8J8E3 G1J9J10J11J12J13J14J15J16G11J9J10J11J12J13J14J17J18G13G10G7B1B2B3G5B4B5G6B6B7CJ1J3J2J19J20J21J3J2J22J23J24G2CJ2J3J2J25J3J2J27J28CJ3CJ4J28J29J30J31J32J32J31J30J29J33J34A1G4A2A3G3J35A8A7A6A5A4J36C4C5G16D1D2D3D5G14M2M2M2M2M2M2M2M2CJ5J37J38J39J37J38J40J41J42G12H1H2H3CJ6J43J43J40J41J42G17E4J45J45J46V1P1P2P3P4P5P17P6P7P8P9P10P11P12P13P14P15P16THJA26THJA26HTU28-2X SKL45HTU28X SKL45THJA26TJC37THJA26TJC57HTU210-2X SKL17TJC37TJC37TJC37TJC37TJC57HHSUQ210-2-SDSX SKL45TJC37TJC37LUS26HUS28T JC 37 TJC37TJC57HHUS26-2HTU210-2THJA26HHSUQ210-2-SDSX SKL45HHSUQ210-2-SDSX SKL45LU24TJC37TJC37TJC37TJC37LU24LU24LU24LU24TJC37TJC57TJC37TJC57HTU28-X SKL45HTU28X SKL45TJC37LU24TJC37TJC37TJC37TJC37TJC37LU24TJC37TJC37HTU26X SKL17HTU28X SKL45LUS24TJC37TJC37JUS24TJC37TJC37LU24TJC37E2(4)J1(5)C2(6)J4(6)J7(2)J7(2)J1(10)J26(17)C3(2)M1(5)D4(2)J44(4)14-06-0014-06-0018-00-0018-00-0019-02-002-00-006-06-00 5-04-00 6-06-0025-08-0012-04-00 6-00-00 19-04-00 6-00-00 11-00-0011-05-122-00-001-00-002-00-001-00-0044-00-13Floor Area: 0Roof Area: 6482.61Hip Lines: 388.27Horizontal OH: 504.21Rake OH: 78.98Valley Lines: 199.62Ridge Lines: 78.16THIS IS A TRUSS PLACEMENT DIAGRAM ONLY.These trusses are designed as individual buildingcomponents to be incorporated into the building design at the specification of the building designer. Seeindividual design sheets for each truss design identified on the placement drawing. The building designer isresponsible for temporary and permanent bracing of the roofand floor system and for the overall structure.The design of the truss support structure including headers, beams, walls, and columns is the responsibility ofthe building designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" availablefrom the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179.2702 North Tibbs AvenueIndianapolis, Indiana 46222SHOP DRAWING APPROVALTHIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES ANDVOIDS ALL PREVIOUS ARCHITECTURAL OROTHER TRUSS LAYOUTS. REVIEW AND APPROVAL OF THIS LAYOUT MUSTBE RECEIVED BEFORE ANY TRUSSES WILLBE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU.REVIEWED BY:__________________________ APPROVED BY:______________________________ DATE:___________Roof Truss Framing DiagramScale:- 3/16"=1'Designer:Order #:Lot #:08-30-19Subdivision:Date:Client:Model:Job Name:Roof Truss FramingWF-98Sales Rep: