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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. December 18,2019 Liu, Xuegang Pages or sheets covered by this seal: I39639684 thru I39639877 My license renewal date for the state of Indiana is July 31, 2020. 19-6229A WF86 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 Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss A1 Truss Type Piggyback Base Qty 1 Ply 1 WF86 Job Reference (optional) I39639684 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:26:19 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-h1QZb5iEurVSmvszi?v1Od_B7CZjGz?1xvvyJ5y85xY Scale = 1:85.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 32 33 34 35 36 5x6 6x8 3x6 5x6 5x6 5x6 5x6 3x4 3x4 3x4 3x4 3x4 3x4 3x4 8x12 4x6 3x4 4x6 4x6 6x8 5x8 4x6 8x8 4x6 3x10 3x6 4x6 5x10 4x6 5x6 4x8 3-0-2 3-0-2 6-10-8 3-10-6 8-11-4 2-0-12 14-4-6 5-5-2 19-9-8 5-5-2 26-1-4 6-3-12 32-4-15 6-3-12 37-3-11 4-10-12 38-9-15 1-6-3 41-11-2 3-1-3 43-4-4 1-5-2 45-9-10 2-5-6 45-10-0 0-0-6 3-0-2 3-0-2 6-10-8 3-10-6 8-11-4 2-0-12 14-4-6 5-5-2 19-9-8 5-5-2 26-1-4 6-3-12 32-4-15 6-3-12 33-8-15 1-4-0 37-3-11 3-6-12 38-9-15 1-6-3 41-11-2 3-1-3 43-4-4 1-5-2 45-10-0 2-5-13 2-6-114-0-129-0-06-0-63-10-111-0-03-1-122-0-011-0-06.00 12 10.00 12 8.49 12 2.12 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [4:0-4-0,0-1-4], [10:0-3-0,0-2-1], [12:0-3-0,0-2-3], [15:0-2-0,0-2-4], [18:0-6-0,0-2-8], [19:0-2-12,0-1-8], [20:0-4-0,0-1-12], [21:0-6-0,0-2-4], [23:0-1-12,0-2-0], [24:0-2-12,Edge], [26:0-1-12,0-2-8], [27:0-2-8,0-2-0], [29:0-2-0,0-2-8], [30:0-2-12,0-2-0] 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 0.50 0.77 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.64 0.42 (loc) 23-24 23-24 16 l/defl >999 >854 n/a L/d 240 180 n/a PLATES MT20 Weight: 308 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-21: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-8 max.): 4-10, 11-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 28-29,25-26 9-11-5 oc bracing: 23-24. 1 Row at midpt 6-24 WEBS 1 Row at midpt 4-27, 5-26, 8-24, 8-23 REACTIONS.(lb/size)31=1822/0-3-8, 16=1822/0-4-3 Max Horz 31=-104(LC 9) Max Uplift 31=-210(LC 8), 16=-190(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1468/245, 2-3=-2035/372, 3-4=-1984/454, 4-5=-1682/377, 5-6=-2346/468, 6-8=-2353/469, 8-9=-2583/497, 9-10=-2584/495, 10-11=-2928/524, 11-12=-2932/505, 12-13=-3532/579, 13-14=-4012/665, 14-15=-2963/495, 1-31=-1796/299, 15-16=-1757/306 BOT CHORD 29-30=-255/1322, 26-27=-211/1222, 6-24=-342/125, 23-24=-353/2371, 20-21=-508/3344, 19-20=-652/4037, 18-19=-496/3022, 14-18=-1057/192 WEBS 2-30=-999/186, 2-29=-65/289, 27-29=-282/1664, 4-29=-267/1210, 4-27=-1049/218, 4-26=-227/1057, 5-26=-1432/299, 24-26=-295/1766, 5-24=-205/1282, 8-23=-613/157, 21-23=-367/2459, 8-21=-45/326, 10-21=-291/1690, 11-21=-1398/280, 13-19=-918/161, 14-19=-202/1241, 1-30=-247/1663, 15-18=-513/3105, 12-20=-285/1828, 11-20=-1190/221, 13-20=-1301/256 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) 0-1-12 to 3-0-2, Interior(1) 3-0-2 to 8-11-4, Exterior(2) 8-11-4 to 13-6-4, Interior(1) 13-6-4 to 33-8-15, Exterior(2) 33-8-15 to 37-3-11, Interior(1) 37-3-11 to 38-9-15, Exterior(2) 38-9-15 to 41-11-2, Interior(1) 41-11-2 to 45-8-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 31 and 16. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss A2 Truss Type Piggyback Base Qty 1 Ply 1 WF86 Job Reference (optional) I39639685 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:26:20 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-9D_xpRisf8dJO3R9GiQGwqXJ0cwr?XLAAZeVrXy85xX Scale = 1:75.6 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 4x4 5x6 3x6 6x8 5x6 2x4 3x6 3x6 2x4 3x4 8x10 3x10 4x4 3x10 2x4 8x8 4x6 4x4 9-8-9 9-8-9 16-2-5 6-5-11 22-8-0 6-5-11 32-0-2 9-4-2 40-9-8 8-9-6 5-0-1 5-0-1 9-8-9 4-8-9 16-2-5 6-5-11 22-8-0 6-5-11 26-8-0 4-0-0 32-0-2 5-4-2 36-3-1 4-2-15 40-9-8 4-6-7 0-10-149-0-04-6-911-0-06-6-92-0-011-0-010.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-1], [7:0-6-4,0-2-0], [8:0-2-4,0-2-8], [9:0-1-12,0-1-8], [12:0-4-12,Edge], [14:0-2-12,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 0.68 0.72 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.50 0.13 (loc) 11-12 12-13 11 l/defl >999 >978 n/a L/d 240 180 n/a PLATES MT20 Weight: 233 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* 1-18: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-0 max.): 3-7, 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 6-14 WEBS 1 Row at midpt 4-17, 4-14, 8-12, 2-18, 9-11 REACTIONS.(lb/size)11=1617/0-3-8, 18=1617/Mechanical Max Horz 18=164(LC 11) Max Uplift 11=-202(LC 12), 18=-150(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-436/108, 2-3=-1887/362, 3-4=-1388/314, 4-6=-1870/387, 6-7=-1863/385, 7-8=-2437/444, 8-9=-1796/275, 1-18=-360/104 BOT CHORD 17-18=-294/1434, 15-17=-286/1845, 14-15=-286/1845, 6-14=-316/126, 11-12=-171/1017 WEBS 3-17=-128/873, 4-17=-848/191, 4-15=0/361, 12-14=-238/1536, 7-14=-180/843, 7-12=-162/568, 8-12=-1774/365, 2-18=-1647/264, 9-12=-191/1387, 9-11=-1750/298 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) 0-2-12 to 4-3-11, Interior(1) 4-3-11 to 9-8-9, Exterior(2) 9-8-9 to 13-9-8, Interior(1) 13-9-8 to 26-8-0, Exterior(2) 26-8-0 to 30-8-15, Interior(1) 30-8-15 to 40-7-12 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) 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) 18=150. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss A3 Truss Type Piggyback Base Qty 1 Ply 1 WF86 Job Reference (optional) I39639686 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:26:22 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-5c5hE6k7Blt0dMbYN7Tl0FchBPcUTM?Tdt7cvQy85xV Scale = 1:72.2 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 5x6 3x6 6x8 5x6 2x4 3x6 3x6 2x4 2x4 3x10 4x4 3x10 2x4 8x8 6x10 10x12 2x4 4x8 9-8-9 9-8-9 16-2-5 6-5-11 22-8-0 6-5-11 29-7-5 6-11-5 35-0-11 5-5-5 40-9-8 5-8-13 5-0-1 5-0-1 9-8-9 4-8-9 16-2-5 6-5-11 22-8-0 6-5-11 26-8-0 4-0-0 29-7-5 2-11-6 35-0-11 5-5-5 40-9-8 5-8-13 0-10-149-0-06-6-911-0-08-6-92-0-011-0-010.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-7], [3:0-3-0,0-2-1], [7:0-6-4,0-2-0], [9:0-2-8,0-2-0], [13:0-3-8,0-3-0], [15:0-2-12,Edge], [19:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.51 0.71 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.42 0.14 (loc) 15-16 18-19 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 247 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 3-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-0 max.): 3-7, 8-10. BOT CHORD Rigid ceiling directly applied or 9-11-3 oc bracing. Except: 1 Row at midpt 6-15 WEBS 1 Row at midpt 10-11, 4-18, 4-15, 8-13, 2-19, 9-11 REACTIONS.(lb/size)11=1620/0-3-8, 19=1620/Mechanical Max Horz 19=200(LC 11) Max Uplift 11=-257(LC 8), 19=-164(LC 8) Max Grav 11=1651(LC 2), 19=1620(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-467/111, 2-3=-1903/355, 3-4=-1400/310, 4-6=-1882/373, 6-7=-1875/372, 7-8=-2144/390, 8-9=-1575/259, 1-19=-381/105 BOT CHORD 18-19=-341/1460, 16-18=-318/1879, 15-16=-318/1879, 6-15=-319/122, 12-13=-164/1005, 11-12=-164/1005 WEBS 3-18=-123/895, 4-18=-861/185, 4-16=0/360, 13-15=-259/1549, 7-15=-186/927, 7-13=-113/368, 8-13=-1558/315, 2-19=-1636/258, 9-12=0/305, 9-13=-177/1106, 9-11=-1779/290 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) 0-1-12 to 4-2-11, Interior(1) 4-2-11 to 9-8-9, Exterior(2) 9-8-9 to 13-9-8, Interior(1) 13-9-8 to 26-8-0, Exterior(2) 26-8-0 to 29-7-5, Interior(1) 29-7-5 to 40-7-12 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) 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) 19=164. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss A4 Truss Type Piggyback Base Qty 1 Ply 1 WF86 Job Reference (optional) I39639687 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:26:24 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-1_DSeomNjN7ksglwVYVD5ghxIDIsxFxm4Bdi_Iy85xT Scale = 1:75.6 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 275x8 4x4 4x4 5x6 3x6 5x6 5x8 3x4 3x6 2x4 2x4 3x6 3x10 2x4 3x10 2x4 3x6 8x8 2x4 5x8 4x6 9-8-9 9-8-9 16-2-5 6-5-11 22-8-0 6-5-11 27-2-9 4-6-9 33-10-4 6-7-12 40-9-8 6-11-4 5-0-1 5-0-1 9-8-9 4-8-9 16-2-5 6-5-11 22-8-0 6-5-11 26-8-0 4-0-0 27-2-9 0-6-9 33-10-4 6-7-12 40-9-8 6-11-4 0-10-149-0-08-6-911-0-010-6-92-0-011-0-010.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-0-2], [4:0-3-0,0-2-1], [8:0-3-0,0-2-1], [9:0-5-4,0-2-8], [11:0-3-0,0-1-8], [12:Edge,0-3-8], [13:0-2-0,0-2-4], [15:0-2-0,0-1-8], [17:0-2-12,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 0.86 0.71 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.45 0.13 (loc) 17-18 1-20 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 242 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 3-4-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-9 max.): 4-8, 9-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-17 WEBS 1 Row at midpt 5-20, 5-17, 9-15, 9-13, 10-13 2 Rows at 1/3 pts 11-12 REACTIONS.(lb/size)1=1626/Mechanical, 12=1626/0-3-8 Max Horz 1=255(LC 11) Max Uplift 1=-188(LC 8), 12=-311(LC 8) Max Grav 1=1626(LC 1), 12=1715(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2130/329, 3-4=-1907/339, 4-5=-1441/306, 5-7=-1936/361, 7-8=-1929/359, 8-9=-1863/359, 9-10=-962/178, 10-11=-962/178, 11-12=-1578/327 BOT CHORD 1-20=-385/1482, 18-20=-361/1925, 17-18=-361/1925, 7-17=-296/115, 13-15=-270/1483 WEBS 4-20=-111/903, 5-20=-872/207, 5-18=0/358, 15-17=-288/1632, 8-17=-219/1083, 9-15=-520/151, 9-13=-957/172, 10-13=-478/174, 11-13=-320/1725 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 4-0-15, Interior(1) 4-0-15 to 9-8-9, Exterior(2) 9-8-9 to 13-9-8, Interior(1) 13-9-8 to 26-8-0, Exterior(2) 26-8-0 to 27-2-9, Interior(1) 27-2-9 to 40-7-12 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) 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) 1=188. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss A5 Truss Type Roof Special Qty 1 Ply 1 WF86 Job Reference (optional) I39639688 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:26:25 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-VAnqs8m?UgGbUqJ72F0SduE5ZdkagqyvJrMGWly85xS Scale = 1:46.3 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 5x6 6x8 4x6 7x12 MT20HS 3x4 3x10 4x4 3x4 3x4 4x4 3x4 3x4 3x4 3x4 6-0-11 6-0-11 12-5-15 6-5-4 16-5-15 4-0-0 22-0-0 5-6-1 -1-0-0 1-0-0 3-2-2 3-2-2 6-0-11 2-10-10 7-11-5 1-10-9 8-5-15 0-6-10 12-5-15 4-0-0 16-5-15 4-0-0 19-1-3 2-7-4 22-0-0 2-10-12 23-0-0 1-0-0 0-10-36-4-36-10-140-10-36-10-1412.00 12 Plate Offsets (X,Y)-- [4:0-3-12,0-2-8], [5:0-4-4,0-3-4], [6:0-3-0,0-2-4], [7:0-9-0,0-1-12] 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 0.95 0.36 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.03 (loc) 13-15 13-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 118 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-5, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=937/0-3-8, 11=937/0-3-8 Max Horz 16=-136(LC 9) Max Uplift 16=-106(LC 12), 11=-161(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-880/202, 4-5=-586/178, 5-6=-604/177, 6-7=-714/181, 7-8=-864/199, 8-9=-265/99, 2-16=-289/125, 9-11=-315/128 BOT CHORD 15-16=-134/620, 13-15=-127/750, 12-13=-61/609, 11-12=-51/585 WEBS 4-15=-142/600, 6-15=-487/155, 3-16=-765/101, 8-11=-727/90 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-0-11, Exterior(2) 6-0-11 to 8-5-15, Interior(1) 8-5-15 to 16-5-15, Exterior(2) 16-5-15 to 19-2-5, Interior(1) 19-2-5 to 23-0-0 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) 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 16 and 11. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss A6 Truss Type Common Qty 1 Ply 1 WF86 Job Reference (optional) I39639689 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:26:26 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-zNLC3UndF_OS6_uJczXhA5nR_171PMG3YV6p3By85xR Scale = 1:29.9 1 2 3 4 5 6 7 8 9 10 4x4 4x4 4x4 2x4 3-9-0 3-9-0 7-6-0 3-9-0 -1-0-0 1-0-0 3-9-0 3-9-0 7-6-0 3-9-0 8-6-0 1-0-0 0-6-134-3-130-6-1312.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-0-13], [2:0-4-0,0-1-10], [4:0-0-13,0-0-13], [4:0-4-0,0-1-10] 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 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 -0.01 0.00 (loc) 6 4-6 4 l/defl >999 >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 WEDGE Left: 2x4 SPF No.2 , Right: 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.(lb/size)2=357/0-3-8, 4=357/0-3-8 Max Horz 2=-92(LC 9) Max Uplift 2=-53(LC 11), 4=-53(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-279/47, 3-4=-279/47 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-9-0, Exterior(2) 3-9-0 to 6-9-0, Interior(1) 6-9-0 to 8-6-0 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) * 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) 2 and 4. This connection is for uplift only and does not consider lateral forces. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss A7 Truss Type Common Qty 1 Ply 1 WF86 Job Reference (optional) I39639690 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:26:27 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-SZvaHqoF0IWJj7TVAg2wjJJafQRy8h7Cn9rNbdy85xQ Scale = 1:72.4 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 3x4 4x4 4x4 4x6 3x4 3x4 2x4 3x10 3x4 4x4 2x4 5-7-4 5-7-4 11-0-13 5-5-9 16-3-7 5-2-9 21-2-11 4-11-4 -1-0-0 1-0-0 5-7-4 5-7-4 11-0-13 5-5-9 16-0-0 4-11-3 21-2-11 5-2-11 0-6-1311-7-101-5-1312.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-0-13], [2:0-1-10,0-4-0], [2:0-3-0,0-1-6], [3:0-1-4,0-1-8], [6:0-1-4,0-1-8], [7:0-1-0,0-1-12] 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 0.34 0.24 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.01 (loc) 2-12 2-12 8 l/defl >999 >999 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 WEDGE Left: 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, Except: 6-0-0 oc bracing: 9-10. REACTIONS.(lb/size)2=706/0-3-8, 9=833/0-3-8, 8=205/0-3-8 Max Horz 2=226(LC 8) Max Uplift 2=-75(LC 11), 9=-164(LC 11) Max Grav 2=706(LC 1), 9=833(LC 1), 8=221(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-732/102, 3-5=-413/159, 5-6=-399/159 BOT CHORD 2-12=-118/497, 10-12=-118/497 WEBS 3-10=-389/217, 6-10=-50/314, 6-9=-715/178 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-13, Exterior(2) 11-0-13 to 14-0-13, Interior(1) 14-0-13 to 21-0-15 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) * 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) 2. This connection is for uplift only and does not consider lateral forces. 6) H10A 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss A8 Truss Type Common Qty 1 Ply 1 WF86 Job Reference (optional) I39639691 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:26:28 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-wlSzUApunbeALH2hkNZ9FWsnFqpVtFmM?pbw74y85xP Scale = 1:29.2 1 2 3 4 5 6 7 8 4x4 2x4 4x4 4x4 3-9-0 3-9-0 7-6-0 3-9-0 3-9-0 3-9-0 7-6-0 3-9-0 0-6-134-3-130-6-1312.00 12 Plate Offsets (X,Y)-- [1:0-0-13,0-0-13], [1:0-4-0,0-1-10], [3:0-0-13,0-0-13], [3:0-4-0,0-1-10] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.22 0.09 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4 1-4 3 l/defl >999 >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 WEDGE Left: 2x4 SPF No.2 , Right: 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.(lb/size)1=288/0-3-8, 3=288/0-3-8 Max Horz 1=-77(LC 7) Max Uplift 1=-36(LC 12), 3=-36(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-270/48, 2-3=-270/48 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-9-0, Exterior(2) 3-9-0 to 6-9-0, Interior(1) 6-9-0 to 7-4-4 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 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss A9 Truss Type Piggyback Base Qty 1 Ply 1 WF86 Job Reference (optional) I39639692 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:26:29 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-Oy0LiVpWXvm1zRduH55OokPvlE6BccnVETKTfWy85xO Scale = 1:61.8 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 4x4 4x6 2x4 2x4 2x4 2x4 3x4 5x10 5x8 2x4 4x4 3x4 3-0-2 3-0-2 6-10-8 3-10-6 14-9-4 7-10-12 20-10-12 6-1-8 3-0-2 3-0-2 6-10-8 3-10-6 8-11-4 2-0-12 14-9-4 5-10-0 20-10-12 6-1-8 2-6-114-0-129-0-011-0-02-0-06.00 12 10.00 12 Plate Offsets (X,Y)-- [4:0-3-8,0-1-4], [8:0-4-8,0-2-8], [10:0-2-0,0-2-0] 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 0.43 0.32 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.15 0.01 (loc) 7-8 8-9 7 l/defl >999 >999 n/a L/d 240 180 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 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 (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 4-8, 5-8 REACTIONS.(lb/size)7=824/Mechanical, 12=824/0-3-8 Max Horz 12=193(LC 11) Max Uplift 7=-169(LC 8), 12=-67(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-642/79, 2-3=-780/119, 3-4=-737/196, 4-5=-361/79, 5-6=-372/83, 6-7=-775/193, 1-12=-802/99 BOT CHORD 10-11=-224/559 WEBS 2-11=-376/61, 8-10=-134/430, 4-10=-212/445, 5-8=-417/153, 6-8=-162/727, 1-11=-53/700 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) 0-1-12 to 3-0-2, Interior(1) 3-0-2 to 8-11-4, Exterior(2) 8-11-4 to 11-11-4, Interior(1) 11-11-4 to 20-9-0 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) 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) 7=169. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss A36 Truss Type Roof Special Qty 1 Ply 1 WF86 Job Reference (optional) I39639693 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:26:22 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-5c5hE6k7Blt0dMbYN7Tl0FchUPdPTRsTdt7cvQy85xV Scale = 1:57.3 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 3x4 4x4 4x4 3x4 3x4 2x4 3x4 3x10 3x4 3x4 4-10-1 4-10-1 13-11-12 9-1-11 20-10-12 6-11-0 4-10-1 4-10-1 7-4-4 2-6-3 13-11-12 6-7-8 20-10-12 6-11-0 5-8-39-8-29-8-99-8-210.00 12 0.16 12 Plate Offsets (X,Y)-- [1:0-1-4,0-1-8], [2:0-2-0,0-1-13] 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 0.56 0.65 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.41 0.01 (loc) 7-9 7-9 6 l/defl >999 >607 n/a L/d 240 180 n/a PLATES MT20 Weight: 131 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 (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 2-9, 3-9, 4-6 REACTIONS.(lb/size)6=824/Mechanical, 10=824/Mechanical Max Horz 10=119(LC 11) Max Uplift 6=-180(LC 8), 10=-85(LC 8) Max Grav 6=874(LC 2), 10=837(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-555/95, 2-3=-380/115, 3-4=-489/99, 1-10=-834/102 BOT CHORD 7-9=-122/440, 6-7=-99/489 WEBS 3-9=-337/76, 4-7=0/331, 4-6=-823/166, 1-9=-32/549 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-10-1, Exterior(2) 4-10-1 to 7-4-4, Interior(1) 7-4-4 to 20-9-0 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) 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) 10 except (jt=lb) 6=180. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss B1 Truss Type Piggyback Base Qty 1 Ply 1 WF86 Job Reference (optional) I39639694 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:26:30 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-s8ajvrq8IDuuabC4rocdKxx0aeMuL3UeT741Cyy85xN Scale = 1:69.6 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 25 26 27 5x6 3x6 5x8 3x6 5x8 4x4 4x4 3x6 2x4 2x4 3x6 3x10 2x4 3x10 2x4 8x8 4x8 3x4 2x4 4x8 9-8-9 9-8-9 16-2-5 6-5-11 22-8-0 6-5-11 26-8-0 4-0-0 32-10-6 6-2-6 39-1-8 6-3-2 -1-0-0 1-0-0 5-0-1 5-0-1 9-8-9 4-8-9 16-2-5 6-5-11 22-8-0 6-5-11 26-8-0 4-0-0 32-10-6 6-2-6 39-1-8 6-3-2 0-10-149-0-011-0-00-7-72-0-011-0-010.00 12 Plate Offsets (X,Y)-- [2:0-5-9,0-0-2], [5:0-3-0,0-2-1], [9:0-6-4,0-2-0], [11:0-1-8,0-1-8], [12:0-0-10,0-3-9], [12:0-0-5,0-0-6], [12:0-3-8,Edge], [15:0-2-12,0-2-0], [17:0-2-12,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 0.68 0.67 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.43 0.15 (loc) 17-18 2-20 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 209 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Right: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 3-4-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins, except 2-0-0 oc purlins (4-1-4 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. 1 Row at midpt 8-17 WEBS 1 Row at midpt 6-20, 6-17, 9-15, 11-15 REACTIONS.(lb/size)2=1621/0-3-8, 12=1559/Mechanical Max Horz 2=-200(LC 7) Max Uplift 2=-169(LC 11), 12=-179(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2031/346, 4-5=-1800/358, 5-6=-1346/320, 6-8=-1716/379, 8-9=-1709/378, 9-11=-1752/376, 11-12=-2124/343 BOT CHORD 2-20=-262/1408, 18-20=-248/1736, 17-18=-248/1736, 8-17=-319/126, 13-15=-182/1526, 12-13=-182/1526 WEBS 5-20=-121/809, 6-20=-750/189, 6-18=0/359, 15-17=-102/1393, 9-17=-238/1183, 9-15=-386/149, 11-15=-414/213 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) -1-0-0 to 2-10-15, Interior(1) 2-10-15 to 9-8-9, Exterior(2) 9-8-9 to 15-2-15, Interior(1) 15-2-15 to 26-8-0, Exterior(2) 26-8-0 to 32-2-6, Interior(1) 32-2-6 to 39-0-0 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) 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) 12=179. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss B2 Truss Type Piggyback Base Qty 1 Ply 1 WF86 Job Reference (optional) I39639695 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:26:32 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-oXiTKXsOqq8cqvMTzDe5QM1LcR1Npz?xwRZ8Gry85xL Scale = 1:68.9 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 25 265x8 4x4 4x4 5x6 3x6 5x8 3x6 3x6 2x4 2x4 3x6 3x10 2x4 3x10 2x4 8x8 4x8 3x4 2x4 4x8 9-8-9 9-8-9 16-2-5 6-5-11 22-8-0 6-5-11 26-8-0 4-0-0 32-10-6 6-2-6 39-1-8 6-3-2 5-0-1 5-0-1 9-8-9 4-8-9 16-2-5 6-5-11 22-8-0 6-5-11 26-8-0 4-0-0 32-10-6 6-2-6 39-1-8 6-3-2 40-1-8 1-0-0 0-10-149-0-011-0-00-7-72-0-011-0-010.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-0-2], [4:0-3-0,0-2-1], [8:0-6-4,0-2-0], [10:0-1-8,0-1-8], [11:0-0-10,0-3-9], [11:0-0-5,0-0-6], [11:0-3-8,Edge], [15:0-2-12,0-2-0], [17:0-2-12,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 0.71 0.67 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.44 0.15 (loc) 17-18 1-20 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 209 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Right: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 3-4-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, except 2-0-0 oc purlins (4-1-4 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. 1 Row at midpt 7-17 WEBS 1 Row at midpt 5-20, 5-17, 8-15, 10-15 REACTIONS.(lb/size)1=1558/0-3-8, 11=1629/0-3-8 Max Horz 1=-210(LC 7) Max Uplift 1=-151(LC 11), 11=-200(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2033/352, 3-4=-1801/363, 4-5=-1346/318, 5-7=-1712/378, 7-8=-1706/377, 8-10=-1746/371, 10-11=-2140/337 BOT CHORD 1-20=-258/1412, 18-20=-244/1734, 17-18=-244/1734, 7-17=-319/126, 13-15=-170/1513, 11-13=-170/1513 WEBS 4-20=-124/810, 5-20=-747/188, 5-18=0/358, 15-17=-97/1389, 8-17=-236/1183, 8-15=-394/147, 10-15=-407/209 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 3-10-15, Interior(1) 3-10-15 to 9-8-9, Exterior(2) 9-8-9 to 15-2-15, Interior(1) 15-2-15 to 26-8-0, Exterior(2) 26-8-0 to 32-2-6, Interior(1) 32-2-6 to 40-1-8 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) 1 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss B3 Truss Type Piggyback Base Qty 1 Ply 1 WF86 Job Reference (optional) I39639696 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:26:33 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-GjGsXtt0b8GSR2xfWx9KyaZWPrNiYQx595IhoHy85xK Scale = 1:74.0 1 2 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 3x6 5x8 3x6 6x8 5x8 2x4 4x6 4x8 5x6 2x4 4x6 3x4 4x8 8x8 2x4 3x10 5x8 2x4 6-3-2 6-3-2 12-5-8 6-2-6 16-5-8 4-0-0 22-11-3 6-5-11 29-4-15 6-5-11 34-4-10 4-11-11 39-1-8 4-8-14 -1-0-0 1-0-0 6-3-2 6-3-2 12-5-8 6-2-6 16-5-8 4-0-0 22-11-3 6-5-11 29-4-15 6-5-11 34-4-10 4-11-11 39-1-8 4-8-14 0-7-76-10-411-0-04-10-42-0-011-0-010.00 12 Plate Offsets (X,Y)-- [2:0-0-5,0-0-6], [2:0-0-10,0-3-9], [2:0-3-8,Edge], [3:0-1-8,0-1-8], [5:0-6-4,0-2-0], [9:0-4-0,0-1-4], [10:0-5-4,0-2-8], [14:0-2-12,0-3-0], [15:0-3-0,0-1-8], [16:0-6-4,0-4-12], [18:0-1-12,0-2-0], [19:0-0-0,0-1-12], [19:0-3-0,0-0-4], [20:0-1-12,0-0-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.71 0.66 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.35 0.15 (loc) 15-16 15-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 218 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-4 max.): 5-9, 10-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. 1 Row at midpt 6-16 WEBS 1 Row at midpt 3-18, 5-18, 6-15, 8-15, 10-12 REACTIONS.(lb/size)12=1552/Mechanical, 2=1623/0-3-8 Max Horz 2=267(LC 11) Max Uplift 12=-177(LC 8), 2=-181(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2131/303, 3-5=-1737/337, 5-6=-1741/383, 6-8=-1715/370, 8-9=-1716/370, 9-10=-1786/333 BOT CHORD 2-20=-323/1507, 18-20=-323/1507, 6-16=-360/192, 15-16=-300/1751, 14-15=-198/1308, 13-14=-236/1404, 12-13=-235/1407 WEBS 3-18=-408/210, 5-18=-404/105, 16-18=-240/1416, 5-16=-202/1259, 8-15=-432/163, 9-15=-185/747, 9-14=-26/271, 10-12=-1958/326 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) -1-0-0 to 2-10-15, Interior(1) 2-10-15 to 12-5-8, Exterior(2) 12-5-8 to 16-3-12 , Interior(1) 16-3-12 to 29-4-15, Exterior(2) 29-4-15 to 33-3-14, Interior(1) 33-3-14 to 38-11-12 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) 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) 12=177. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss B4 Truss Type Piggyback Base Qty 1 Ply 1 WF86 Job Reference (optional) I39639697 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:26:35 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-D6OcyZuH7lWAhM42eMCo1?fsuf2l0KAOcPnotAy85xI Scale = 1:72.5 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 3x6 5x6 5x6 6x8 2x4 4x8 3x4 2x4 8x8 3x6 3x4 3x6 5x10 2x4 3x4 5x6 4x8 3x6 6-3-2 6-3-2 14-10-8 8-7-6 22-1-11 7-3-3 26-10-4 4-8-9 31-11-14 5-1-10 39-1-8 7-1-10 -1-0-0 1-0-0 6-3-2 6-3-2 12-5-8 6-2-6 14-10-8 2-5-0 22-1-11 7-3-3 29-4-15 7-3-3 31-11-14 2-6-15 36-5-6 4-5-8 39-1-8 2-8-2 0-7-78-10-411-0-04-7-72-0-011-0-010.00 12 Plate Offsets (X,Y)-- [2:0-0-5,0-0-6], [2:0-0-10,0-3-9], [2:0-3-8,Edge], [3:0-1-8,0-1-8], [5:0-4-4,0-2-0], [7:0-5-0,0-3-0], [8:0-4-4,0-2-0], [10:0-6-4,0-2-0], [13:0-2-0,0-1-8], [14:0-1-8 ,0-1-8], [17:0-2-4,Edge], [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 0.71 0.76 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.44 0.13 (loc) 16-17 16-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 226 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-13 max.): 5-8, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 6-17 WEBS 1 Row at midpt 7-17, 7-14, 9-13, 10-12, 3-17 REACTIONS.(lb/size)2=1623/0-3-8, 12=1552/Mechanical Max Horz 2=264(LC 11) Max Uplift 2=-181(LC 11), 12=-164(LC 8) Max Grav 2=1623(LC 1), 12=1600(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2142/302, 3-5=-1947/370, 5-6=-1637/375, 6-7=-1647/376, 7-8=-1527/334, 8-9=-1880/406, 9-10=-1399/279 BOT CHORD 2-19=-317/1514, 6-17=-314/135, 16-17=-301/1803, 14-16=-301/1803, 13-14=-199/1336, 12-13=-95/573 WEBS 7-17=-326/117, 7-16=0/361, 7-14=-632/154, 8-14=-119/701, 8-13=-131/325, 9-13=-1326/314, 10-13=-223/1501, 10-12=-1533/264, 17-19=-324/1516, 5-17=-166/999 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) -1-0-0 to 2-10-15, Interior(1) 2-10-15 to 12-5-8, Exterior(2) 12-5-8 to 16-4-7, Interior(1) 16-4-7 to 29-4-15, Exterior(2) 29-4-15 to 31-11-14, Interior(1) 31-11-14 to 36-5-6, Exterior(2) 36-5-6 to 38-11-12 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) 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) 12=164. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss B5 Truss Type Piggyback Base Qty 1 Ply 1 WF86 Job Reference (optional) I39639698 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:26:37 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-9UVMNFwXfMmuwgEQlmEG7QkCOSkIUEbg4jGux2y85xG Scale = 1:76.7 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 28 3x6 5x8 6x8 4x6 4x8 2x4 4x6 3x6 3x4 2x4 4x8 6x10 3x4 5x10 3x10 3x10 5x10 4x4 2x4 6-3-2 6-3-2 12-5-8 6-2-6 14-10-8 2-5-0 22-1-11 7-3-3 29-4-15 7-3-3 29-7-1 0-2-2 34-0-9 4-5-8 39-1-8 5-0-15 -1-0-0 1-0-0 6-3-2 6-3-2 12-5-8 6-2-6 14-10-8 2-5-0 22-1-11 7-3-3 29-4-15 7-3-3 29-7-1 0-2-2 34-0-9 4-5-8 39-1-8 5-0-15 0-7-710-10-411-0-04-7-72-0-011-0-010.00 12 Plate Offsets (X,Y)-- [2:0-0-5,0-0-6], [2:0-0-10,0-3-9], [2:0-3-8,Edge], [3:0-1-8,0-1-8], [5:0-6-4,0-2-0], [7:0-5-0,0-3-0], [8:0-10-8,Edge], [9:0-2-0,0-3-0], [11:0-2-0,0-1-0], [12:0-1-12,0-2-0], [16:0-7-0,0-4-12], [18:0-1-12,0-1-8] 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 0.71 0.75 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.43 0.16 (loc) 15-16 15-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 234 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-13: 2x6 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-8 max.): 5-8, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18,16-17. 1 Row at midpt 6-16 WEBS 1 Row at midpt 3-18, 5-18, 7-15, 7-13, 8-13, 9-12 REACTIONS.(lb/size)2=1623/0-3-8, 11=1552/Mechanical Max Horz 2=264(LC 11) Max Uplift 2=-181(LC 11), 11=-164(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2130/303, 3-5=-1739/338, 5-6=-1644/371, 6-7=-1783/379, 7-8=-1371/312, 8-9=-1369/309, 9-10=-1146/230, 10-11=-1505/275 BOT CHORD 2-19=-320/1507, 18-19=-320/1507, 6-16=-521/236, 15-16=-313/1657, 13-15=-323/1783, 12-13=-115/813 WEBS 3-18=-409/209, 5-18=-817/182, 16-18=-294/1666, 5-16=-320/1724, 6-15=-131/270, 7-13=-674/141, 8-13=-359/134, 9-13=-240/1137, 9-12=-590/134, 10-12=-160/1069 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) -1-0-0 to 2-10-15, Interior(1) 2-10-15 to 12-5-8, Exterior(2) 12-5-8 to 16-4-7, Interior(1) 16-4-7 to 34-0-9, Exterior(2) 34-0-9 to 37-11-8, Interior(1) 37-11-8 to 38-11-12 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) 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) 11=164. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss B6 Truss Type Piggyback Base Qty 1 Ply 1 WF86 Job Reference (optional) I39639699 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:26:39 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-5td7owxnB_0c9zOptBGkCrpYuGQ6y5WzX1l?0xy85xE Scale = 1:77.6 12 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 3x6 5x8 3x6 5x6 4x6 4x8 2x4 2x4 3x6 3x4 2x4 4x8 6x10 3x4 3x4 3x4 2x4 3x10 6-3-2 6-3-2 12-5-8 6-2-6 14-10-8 2-5-0 24-4-7 9-5-15 33-10-7 9-5-15 39-1-8 5-3-1 -1-0-0 1-0-0 6-3-2 6-3-2 12-5-8 6-2-6 14-10-8 2-5-0 21-2-8 6-4-0 27-6-7 6-4-0 33-10-7 6-4-0 39-1-8 5-3-1 0-7-711-0-04-7-72-0-011-0-010.00 12 Plate Offsets (X,Y)-- [2:0-0-5,0-0-6], [2:0-0-10,0-3-9], [2:0-3-8,Edge], [3:0-1-8,0-1-8], [5:0-6-4,0-2-0], [10:0-3-0,0-2-1], [13:0-2-4,0-1-8], [16:0-3-8,0-2-8], [18:0-1-12,0-1-8] 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 0.71 0.66 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.58 0.15 (loc) 15-16 15-16 12 l/defl >999 >807 n/a L/d 240 180 n/a PLATES MT20 Weight: 220 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18,16-17. 1 Row at midpt 6-16 WEBS 1 Row at midpt 3-18, 5-18, 7-16, 7-15, 9-13 REACTIONS.(lb/size)2=1623/0-3-8, 12=1552/Mechanical Max Horz 2=264(LC 11) Max Uplift 2=-181(LC 11), 12=-162(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2130/314, 3-5=-1739/348, 5-6=-1632/379, 6-7=-1644/381, 7-9=-1711/359, 9-10=-854/231, 10-11=-1181/238, 11-12=-1529/280 BOT CHORD 2-19=-322/1507, 18-19=-322/1507, 6-16=-288/123, 15-16=-330/1768, 13-15=-266/1500 WEBS 3-18=-408/209, 5-18=-822/182, 16-18=-294/1678, 5-16=-311/1705, 7-16=-285/140, 7-15=-303/127, 9-15=-60/628, 9-13=-1134/255, 10-13=-60/471, 11-13=-159/1091 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) -1-0-0 to 2-10-15, Interior(1) 2-10-15 to 12-5-8, Exterior(2) 12-5-8 to 17-11-14, Interior(1) 17-11-14 to 33-10-7, Exterior(2) 33-10-7 to 38-11-12 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) 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) 12=162. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss C1 Truss Type Piggyback Base Qty 1 Ply 1 WF86 Job Reference (optional) I39639700 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:26:42 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-VSJFQyzgUvPB0R7OYKqRqTR1aTQ49PkPD__fdGy85xB Scale = 1:66.7 1 2 3 4 5 6 7 8 9 10 11 25 24 23 22 21 20 19 18 17 16 15 14 13 12 26 27 28 29 30 31 5x6 3x6 3x6 2x4 4x6 8x8 4x6 2x4 2x4 2x4 6x8 3x6 4x4 5x8 5x12 MT20HS 4x8 4x6 5x10 2x4 4x6 5x8 2x4 4x4 5x8 4x6 0-0-6 0-0-6 2-5-13 2-5-6 4-11-10 2-5-14 9-5-1 4-5-7 14-11-1 5-6-0 19-9-0 4-9-15 27-3-14 7-6-14 34-10-12 7-6-14 36-9-0 1-10-4 37-0-8 0-3-8 2-5-13 2-5-13 4-11-10 2-5-14 9-5-1 4-5-7 10-1-2 0-8-0 14-11-1 4-9-15 19-9-0 4-9-15 27-3-14 7-6-14 34-10-12 7-6-14 37-0-8 2-1-12 3-10-44-8-139-0-01-3-107-8-62-0-02-0-02-0-09-0-02.12 12 10.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-2-0], [4:0-2-12,0-2-0], [5:0-4-0,0-1-12], [6:0-6-0,0-2-0], [9:0-1-12,0-2-0], [10:0-3-0,0-1-12], [13:0-6-8,Edge], [15:0-2-4,0-2-0], [17:0-2-8,0-2-8], [19:0-4-0,0-2-4], [21:0-2-12,Edge], [22:0-1-12,0-1-12], [23:0-5-8,0-2-8] 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 0.80 0.78 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.50 0.22 (loc) 15-17 15-17 12 l/defl >999 >872 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 222 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 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-4-11 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-19 REACTIONS.(lb/size)12=1458/Mechanical, 25=1458/0-4-3 Max Horz 25=155(LC 11) Max Uplift 12=-286(LC 8), 25=-167(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1544/359, 2-3=-2543/471, 3-4=-2225/390, 4-5=-343/126, 5-6=-331/128, 6-7=-1996/392, 7-9=-2009/394, 9-10=-2929/611, 1-25=-1417/337 BOT CHORD 2-23=-1045/141, 22-23=-480/1545, 21-22=-577/2537, 4-21=-134/921, 7-17=-375/138, 15-17=-307/1577, 12-13=-647/3097 WEBS 2-22=-135/1214, 3-22=-690/115, 3-21=-1000/256, 19-21=-303/1560, 6-21=-150/255, 6-19=-1054/260, 17-19=-298/1583, 6-17=-183/890, 9-17=-127/572, 9-15=-1041/292, 9-13=-306/1361, 10-13=-232/1383, 4-6=-1387/352, 10-12=-3426/723, 1-23=-424/1849, 13-15=-385/1979 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) 0-1-12 to 3-10-3, Interior(1) 3-10-3 to 10-1-2, Exterior(2) 10-1-2 to 13-9-9, Interior(1) 13-9-9 to 36-7-4 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 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) 12=286. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 25. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss C2 Truss Type Piggyback Base Qty 1 Ply 1 WF86 Job Reference (optional) I39639701 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:26:44 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-SqQ0re?w?WfvGlGmglsvvuWP3H3SdMkihITmh8y85x9 Scale = 1:65.7 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 5x6 6x8 3x6 4x6 2x4 5x12 MT20HS 4x8 6x8 2x4 2x4 3x4 2x4 6x8 5x12 MT20HS 3x4 3x4 5x10 4x4 4x6 5x6 5x8 3x6 0-0-6 0-0-6 2-5-13 2-5-6 3-6-2 1-0-5 5-5-1 1-11-0 8-1-2 2-8-0 17-9-0 9-7-15 26-3-0 8-6-0 35-0-8 8-9-8 2-5-13 2-5-13 3-6-2 1-0-5 5-5-1 1-11-0 8-1-2 2-8-0 12-11-1 4-9-15 17-9-0 4-9-15 23-5-0 5-8-0 29-1-0 5-8-0 35-0-8 5-11-8 4-6-125-2-39-0-07-0-07-8-62-0-09-0-02.12 12 10.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [5:0-6-0,0-1-12], [11:0-3-4,0-3-0], [12:0-2-12,0-1-12], [13:0-2-0,0-3-0], [14:0-0-0,0-1-12], [15:0-2-12,0-2-12], [17:0-5-12,0-2-4], [19:0-2-8 ,0-2-0], [20:0-4-8,0-2-8] 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 0.68 0.97 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.59 0.59 (loc) 13-15 13-15 24 l/defl >999 >710 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 *Except* 2-21: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 11-12: 2x4 SP 2400F 2.0E OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-12 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-17, 6-17, 10-12 REACTIONS.(lb/size)22=1393/0-4-3, 24=1364/Mechanical Max Horz 22=133(LC 11) Max Uplift 22=-174(LC 8), 24=-273(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-649/104, 2-3=-969/215, 3-4=-1851/351, 4-5=-1841/407, 5-6=-1039/217, 6-7=-1824/369, 7-9=-1837/370, 9-10=-1372/261, 12-23=-226/1250, 11-23=-226/1250, 1-22=-1503/262 BOT CHORD 20-21=-995/124, 19-20=-384/1431, 7-15=-313/114, 13-15=-332/1619, 12-13=-216/1042 WEBS 17-19=-259/1249, 5-19=-331/1003, 6-17=-924/235, 15-17=-311/1445, 6-15=-123/662, 9-15=-70/333, 9-13=-639/182, 10-13=-116/888, 10-12=-1511/317, 1-21=-182/1289, 3-20=-1235/196, 11-24=-1438/288 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 3-6-2, Interior(1) 3-6-2 to 8-1-2, Exterior(2) 8-1-2 to 11-7-2, Interior(1) 11-7-2 to 34-7-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) 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) 24=273. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss C3 Truss Type Piggyback Base Qty 1 Ply 1 WF86 Job Reference (optional) I39639702 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:26:46 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-ODYmGJ1AX7vcV2Q9n9uN_Jcna5l659c?8cytm1y85x7 Scale = 1:65.5 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 2x4 5x8 5x6 3x6 4x6 3x4 2x4 6x8 2x4 6x18 3x4 3x4 5x10 4x4 5x6 4x4 3x6 0-0-6 0-0-6 3-10-11 3-10-5 8-7-6 4-8-11 18-3-5 9-7-15 26-9-5 8-6-0 35-6-13 8-9-8 3-10-11 3-10-11 8-7-6 4-8-11 13-5-6 4-9-15 18-3-5 4-9-15 23-11-5 5-8-0 29-7-5 5-8-0 35-6-13 5-11-8 4-4-85-0-129-0-07-0-07-8-62-0-09-0-02.12 12 10.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-2-8], [3:0-4-4,0-2-0], [9:0-3-0,0-3-0], [10:Edge,0-2-0], [11:0-2-0,0-3-0], [12:0-0-0,0-1-12], [13:0-2-12,0-2-12], [15:0-8-4,0-3-0], [16:0-0-0,0-1-12] 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 0.55 0.90 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.50 0.16 (loc) 11-13 11-13 20 l/defl >999 >844 n/a L/d 240 180 n/a PLATES MT20 Weight: 201 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* 9-10: 2x4 SP 2400F 2.0E OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-1 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 8-10 REACTIONS.(lb/size)18=1412/0-4-3, 20=1387/Mechanical Max Horz 18=139(LC 11) Max Uplift 18=-172(LC 8), 20=-276(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1480/245, 3-4=-1101/229, 4-5=-1872/376, 5-7=-1884/377, 7-8=-1388/263, 10-19=-229/1268, 9-19=-229/1268 BOT CHORD 17-18=-260/1008, 15-17=-261/1007, 5-13=-315/115, 11-13=-336/1646, 10-11=-216/1049 WEBS 3-15=-88/603, 4-15=-905/238, 13-15=-319/1499, 4-13=-120/651, 7-13=-76/363, 7-11=-666/186, 8-11=-120/913, 8-10=-1537/321, 2-18=-1609/230, 9-20=-1441/288 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 3-10-11, Interior(1) 3-10-11 to 8-7-6, Exterior(2) 8-7-6 to 12-2-1, Interior(1) 12-2-1 to 35-1-9 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) 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, 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 100 lb uplift at joint(s) except (jt=lb) 20=276. 7) 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss C4 Truss Type Piggyback Base Qty 1 Ply 1 WF86 Job Reference (optional) I39639703 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:26:48 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-KcgWh?2Q3l9KkMaXvawr3kh4HuRKZ3dIcwR_qvy85x5 Scale = 1:68.5 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 2x4 8x8 4x8 5x6 3x6 4x6 3x6 3x4 2x4 6x8 2x4 5x12 MT20HS 3x4 3x4 5x10 4x4 3x6 5x6 3x6 3-11-15 3-11-15 4-8-14 0-9-0 9-8-9 4-11-11 19-4-8 9-7-15 27-10-8 8-6-0 36-8-0 8-9-8 3-11-15 3-11-15 4-5-6 0-5-7 4-8-14 0-3-8 9-8-9 4-11-11 14-6-9 4-9-15 19-4-8 4-9-15 25-0-8 5-8-0 30-8-8 5-8-0 36-8-0 5-11-8 3-9-154-6-66-2-119-0-07-0-07-8-62-0-09-0-02.12 128.49 12 10.00 12 Plate Offsets (X,Y)-- [2:0-5-8,Edge], [3:0-4-0,0-1-12], [4:0-3-0,0-2-1], [10:0-3-0,0-3-0], [11:Edge,0-2-0], [12:0-2-8,0-3-4], [13:0-0-0,0-1-12], [14:0-2-12,0-2-12] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.73 0.91 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.54 0.16 (loc) 12-14 12-14 21 l/defl >999 >807 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 204 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-11: 2x4 SP 2400F 2.0E OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-10 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 9-11-9 oc bracing. WEBS 1 Row at midpt 5-16, 9-11 REACTIONS.(lb/size)19=1456/Mechanical, 21=1431/Mechanical Max Horz 19=155(LC 11) Max Uplift 19=-169(LC 8), 21=-282(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1585/218, 3-4=-1616/265, 4-5=-1238/251, 5-6=-1986/391, 6-8=-1998/392, 8-9=-1444/271, 11-20=-235/1308, 10-20=-235/1308 BOT CHORD 18-19=-313/1276, 16-18=-314/1273, 6-14=-319/116, 12-14=-346/1722, 11-12=-222/1087 WEBS 4-16=-91/654, 5-16=-872/238, 14-16=-336/1623, 5-14=-119/635, 8-14=-85/422, 8-12=-713/193, 9-12=-127/956, 9-11=-1595/329, 2-19=-1877/272, 10-21=-1487/294 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 3-11-15, Interior(1) 3-11-15 to 9-8-9, Exterior(2) 9-8-9 to 13-4-9, Interior(1) 13-4-9 to 36-2-12 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 2) Provide adequate drainage to prevent water ponding. 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) 19=169, 21=282. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss C5 Truss Type Piggyback Base Qty 4 Ply 1 WF86 Job Reference (optional) I39639704 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:26:49 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-ooEvuL33q2HBMW9kSIS4cyEHtInXIboRqaAXNMy85x4 Scale = 1:67.3 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 3x10 4x4 4x4 5x6 3x6 4x6 6x18 3x4 2x4 6x8 2x4 3x4 3x4 5x10 4x4 5x6 3x6 9-8-9 9-8-9 19-4-8 9-7-15 27-10-8 8-6-0 36-8-0 8-9-8 5-0-1 5-0-1 9-8-9 4-8-9 14-6-9 4-9-15 19-4-8 4-9-15 25-0-8 5-8-0 30-8-8 5-8-0 36-8-0 5-11-8 0-10-149-0-07-0-07-8-62-0-09-0-010.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [4:0-4-0,0-1-12], [9:0-1-12,0-2-0], [10:0-3-0,0-3-0], [11:Edge,0-2-0], [12:0-2-8,0-3-4], [13:0-0-0,0-1-12], [14:0-2-12,0-2-12] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.61 0.92 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.53 0.17 (loc) 12-14 12-14 18 l/defl >999 >825 n/a L/d 240 180 n/a PLATES MT20 Weight: 196 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* 10-11: 2x4 SP 2400F 2.0E OTHERS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 3-4-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-7 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-16, 9-11 REACTIONS.(lb/size)1=1462/Mechanical, 18=1437/Mechanical Max Horz 1=263(LC 11) Max Uplift 1=-161(LC 8), 18=-286(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1904/286, 3-4=-1691/298, 4-5=-1232/266, 5-6=-2000/400, 6-8=-2013/401, 8-9=-1452/275, 11-17=-238/1314, 10-17=-238/1314 BOT CHORD 1-16=-365/1318, 6-14=-316/115, 12-14=-352/1732, 11-12=-225/1092 WEBS 4-16=-98/730, 5-16=-882/243, 14-16=-348/1649, 5-14=-122/613, 8-14=-94/429, 8-12=-719/196, 9-12=-130/962, 9-11=-1602/333, 10-18=-1493/297 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) 0-0-0 to 3-8-0, Interior(1) 3-8-0 to 9-8-9, Exterior(2) 9-8-9 to 14-10-13, Interior(1) 14-10-13 to 36-2-12 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 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, 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 100 lb uplift at joint(s) except (jt=lb) 1=161, 18=286. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss C6 Truss Type Piggyback Base Qty 1 Ply 1 WF86 Job Reference (optional) I39639705 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:26:51 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-lBLfJ14JMgXvcpJ6ajUYhNJey6XbmWTkIufeREy85x2 Scale = 1:66.6 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 3x10 4x4 4x4 5x6 3x6 4x6 2x4 6x18 3x4 3x4 6x8 5x8 2x4 4x4 5x10 2x4 3x4 4x8 9-8-9 9-8-9 19-4-8 9-7-15 26-9-4 7-4-12 34-2-0 7-4-12 34-6-0 0-4-0 36-7-8 2-1-8 5-0-1 5-0-1 9-8-9 4-8-9 14-6-9 4-9-15 19-4-8 4-9-15 26-9-4 7-4-12 34-2-0 7-4-12 36-7-8 2-5-8 0-10-149-0-01-3-107-8-62-0-05-8-69-0-010.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [4:0-4-4,0-2-0], [12:0-2-12,0-3-4], [14:0-4-0,0-3-0], [15:0-2-12,0-2-12] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.57 0.62 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.42 0.02 (loc) 14-15 16-17 12 l/defl >999 >975 n/a L/d 240 180 n/a PLATES MT20 Weight: 197 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 3-4-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-8 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-11-9 oc bracing: 1-17 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 5-17, 8-12 REACTIONS.(lb/size)1=1354/Mechanical, 12=1565/0-3-8 Max Horz 1=263(LC 11) Max Uplift 1=-139(LC 8), 12=-348(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1749/256, 3-4=-1535/268, 4-5=-1111/243, 5-6=-1697/338, 6-8=-1713/341 BOT CHORD 1-17=-344/1207, 6-15=-377/137, 14-15=-230/1190, 9-12=-344/123 WEBS 4-17=-77/629, 5-17=-705/213, 15-17=-308/1430, 5-15=-98/428, 8-15=-162/700, 8-14=-759/234, 12-14=-296/1511, 8-12=-1181/245 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) 0-0-0 to 3-7-15, Interior(1) 3-7-15 to 9-8-9, Exterior(2) 9-8-9 to 14-10-12, Interior(1) 14-10-12 to 36-5-12 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 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, 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 100 lb uplift at joint(s) except (jt=lb) 1=139. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss C7 Truss Type Piggyback Base Qty 1 Ply 1 WF86 Job Reference (optional) I39639706 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:26:52 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-DNv1WN5x7zfmDzuJ8Q?nDaspiVtqVziuXYPBzhy85x1 Scale = 1:66.6 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 3x10 4x4 4x4 5x6 3x6 4x6 2x4 6x18 3x4 3x4 6x8 5x8 2x4 4x4 5x10 2x4 3x4 4x8 9-8-9 9-8-9 19-4-8 9-7-15 26-9-4 7-4-12 34-2-0 7-4-12 34-6-0 0-4-0 36-7-8 2-1-8 5-0-1 5-0-1 9-8-9 4-8-9 14-6-9 4-9-15 19-4-8 4-9-15 26-9-4 7-4-12 34-2-0 7-4-12 36-7-8 2-5-8 0-10-149-0-01-3-107-8-62-0-05-8-69-0-010.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [4:0-4-4,0-2-0], [12:0-2-12,0-3-4], [14:0-4-0,0-3-0], [15:0-2-12,0-2-12] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.57 0.62 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.42 0.02 (loc) 14-15 16-17 12 l/defl >999 >975 n/a L/d 240 180 n/a PLATES MT20 Weight: 197 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 3-4-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-8 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-11-9 oc bracing: 1-17 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 5-17, 8-12 REACTIONS.(lb/size)1=1354/Mechanical, 12=1565/0-3-8 Max Horz 1=263(LC 11) Max Uplift 1=-139(LC 8), 12=-348(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1749/256, 3-4=-1535/268, 4-5=-1111/243, 5-6=-1697/338, 6-8=-1713/341 BOT CHORD 1-17=-344/1207, 6-15=-377/137, 14-15=-230/1190, 9-12=-344/123 WEBS 4-17=-77/629, 5-17=-705/213, 15-17=-308/1430, 5-15=-98/428, 8-15=-162/700, 8-14=-759/234, 12-14=-296/1511, 8-12=-1181/245 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) 0-0-0 to 3-7-15, Interior(1) 3-7-15 to 9-8-9, Exterior(2) 9-8-9 to 14-10-12, Interior(1) 14-10-12 to 36-5-12 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 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, 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 100 lb uplift at joint(s) except (jt=lb) 1=139. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss CJ1 Truss Type Diagonal Hip Girder Qty 2 Ply 1 WF86 Job Reference (optional) I39639707 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:26:54 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-9m1ox37BfbvUTH1hFr1FJ?xEzJiUz0PB_suI2Zy85x? Scale = 1:16.8 1 2 3 5 4 6 5x6 2x4 4x4 2-11-11 2-11-11 -1-6-12 1-6-12 2-11-11 2-11-11 0-10-32-9-07.68 12 Plate Offsets (X,Y)-- [2:0-3-0,0-4-8], [5:0-1-12,0-0-0] 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-P 0.20 0.03 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 4-5 4 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 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=251/0-4-9, 4=109/Mechanical Max Horz 5=80(LC 7) Max Uplift 5=-50(LC 7), 4=-100(LC 7) Max Grav 5=251(LC 1), 4=136(LC 28) 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) * 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=100. 6) One 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. 7) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 2-3-5 from the left end to connect truss(es) to front face of bottom chord, skewed 50.2 deg.to the left, sloping 0.0 deg. down. 8) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 2-3-9 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. 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, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=-44(F=-42, B=-2) December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss CJ2 Truss Type Diagonal Hip Girder Qty 2 Ply 1 WF86 Job Reference (optional) I39639708 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:26:55 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-dybA9O8qQu1L4RcupYYUrDUI9j??iTtKDWdra?y85x_ Scale = 1:14.1 1 2 3 4 5 2x4 2x4 3x6 3x4 6-5-5 6-5-5 -1-1-0 1-1-0 6-5-5 6-5-5 0-3-141-9-112.77 12 Plate Offsets (X,Y)-- [2:0-2-13,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-P 0.69 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 2-4 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 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)4=265/Mechanical, 2=361/0-3-1 Max Horz 2=55(LC 3) Max Uplift 4=-98(LC 3), 2=-137(LC 3) 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 ; porch left 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 100 lb uplift at joint(s) 4. 6) 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. 7) Use Simpson Strong-Tie TJC37 (4 nail, 22-30) or equivalent at 2-8-14 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 2-8-14 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: 1-3=-60, 2-4=-20 Concentrated Loads (lb) Vert: 5=-60(F=-30, B=-30) December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss CJ3 Truss Type Diagonal Hip Girder Qty 1 Ply 1 WF86 Job Reference (optional) I39639709 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:26:56 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-589YMk8SBC9CibB4NG4jOQ0Z47JJRrpTRANP5Sy85wz Scale = 1:49.1 1 2 3 4 7 6 58910 2x4 3x4 2x4 4x4 4x4 3x4 4-6-11 4-6-11 9-1-7 4-6-11 -1-5-0 1-5-0 4-6-11 4-6-11 9-1-7 4-6-11 1-0-147-6-48.49 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-S 0.23 0.33 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.04 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 54 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=621/0-3-13, 5=863/Mechanical Max Horz 7=217(LC 7) Max Uplift 7=-225(LC 7), 5=-630(LC 7) Max Grav 7=621(LC 1), 5=903(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-584/219, 2-3=-590/236 BOT CHORD 5-6=-328/452 WEBS 2-6=-178/399, 3-6=-332/404, 3-5=-591/430 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 100 lb uplift at joint(s) except (jt=lb) 5=630. 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, 30-90) or equivalent at 8-3-4 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 (4 nail 90-150) or equivalent spaced at 2-9-15 oc max. starting at 2-9-8 from the left end to 8-3-5 to connect truss(es) to back face of bottom chord. 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 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss CJ3 Truss Type Diagonal Hip Girder Qty 1 Ply 1 WF86 Job Reference (optional) I39639709 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:26:56 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-589YMk8SBC9CibB4NG4jOQ0Z47JJRrpTRANP5Sy85wz LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 8=-72(F=-48, B=-24) 9=-222(F=-116, B=-106) 10=-390(F=-199, B=-192) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss CJ4 Truss Type Diagonal Hip Girder Qty 4 Ply 1 WF86 Job Reference (optional) I39639710 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:26:57 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-ZKjwa494xWI3KlmGwzbyweZl5WkiANNdgq6yeuy85wy Scale = 1:22.4 1 2 3 4 5 2x4 2x4 3x6 TJC37 TJC37 3-4-5 3-4-2 -1-1-10 1-1-10 3-4-5 3-4-5 0-10-33-9-1110.58 12 Plate Offsets (X,Y)-- [2:0-0-0,0-4-3] 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 0.15 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 0.00 (loc) 2-4 2-4 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 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=155/Mechanical, 2=227/0-3-9 Max Horz 2=113(LC 7) Max Uplift 4=-138(LC 7), 2=-33(LC 7) Max Grav 4=183(LC 28), 2=227(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; 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 100 lb uplift at joint(s) except (jt=lb) 4=138. 6) 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. 7) Use Simpson Strong-Tie TJC37 (4 nail, 22-30) or equivalent at 2-1-14 from the left end to connect truss(es) to front face of bottom chord, skewed 61.9 deg.to the left, sloping 0.0 deg. down. 8) Use Simpson Strong-Tie TJC37 (4 nail, 150-157) or equivalent at 2-1-14 from the left end to connect truss(es) to back face of bottom chord, skewed 61.9 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: 1-3=-60, 2-4=-20 Concentrated Loads (lb) Vert: 5=-57(F=-35, B=-22) December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss D1 Truss Type Piggyback Base Qty 1 Ply 1 WF86 Job Reference (optional) I39639711 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Dec 18 10:22:41 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-_A?RIE0c5QP812Gq7jhvLqUGSt56LgS9HDWpVBy7m0i Scale = 1:62.5 1 23 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 1.5x4 3x6 6x8 3x4 3x4 1.5x4 3x4 4x8 M18SHS 5x9 2x8 4x6 3x4 1.5x4 6x8 3x5 1.5x4 3x8 4x9 6x8 4x4 2x8 0-0-6 0-0-6 2-5-13 2-5-6 9-0-15 6-7-3 17-5-1 8-4-2 22-9-0 5-3-15 26-6-12 3-9-12 2-6-15 2-6-15 5-9-10 3-2-11 9-0-15 3-3-5 12-3-6 3-2-7 14-1-2 1-9-11 17-5-1 3-4-0 22-9-0 5-3-15 26-6-12 3-9-12 2-5-42-10-127-5-159-0-011-0-02-0-02.12 12 8.49 12 10.00 12 Plate Offsets (X,Y)-- [2:0-3-15,0-0-14], [3:0-6-1,0-0-0], [3:0-3-11,Edge], [5:0-6-0,0-2-0], [7:0-2-0,0-1-13], [10:0-1-12,0-2-0], [11:0-1-12,0-1-8], [13:0-2-12,0-2-0], [15:0-2-0,0-2-12] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.63 0.54 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.35 0.33 (loc) 3-17 3-17 11 l/defl >999 >903 n/a L/d 240 180 n/a PLATES MT20 M18SHS Weight: 193 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x8 SP 2250F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 2-18,3-16: 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 (5-0-12 max.): 1-3, 5-6, 7-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 9-13 WEBS 1 Row at midpt 10-11 REACTIONS.(lb/size)11=1051/Mechanical, 19=1047/0-4-3 Max Horz 19=243(LC 11) Max Uplift 11=-185(LC 8), 19=-128(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-566/113, 2-3=-217/314, 3-21=-2058/384, 4-21=-2034/398, 4-22=-1671/290, 5-22=-1651/306, 5-6=-1282/263, 6-7=-253/76, 8-9=-937/197, 9-24=-380/76, 10-24=-380/76, 10-11=-1013/217 BOT CHORD 3-17=-598/1949, 16-17=-305/1324, 15-16=-306/1321, 9-13=-988/244 WEBS 5-17=-120/748, 6-15=-536/192, 13-15=-76/399, 9-15=-196/887, 10-13=-201/1008, 6-8=-797/128, 1-19=-992/178, 4-17=-823/347 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-0-15, Exterior(2) 9-0-15 to 12-3-6, Interior(1) 12-3-6 to 14-1-2, Exterior(2) 14-1-2 to 17-1-2, Interior(1) 17-1-2 to 26-5-0 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) 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 185 lb uplift at joint 11. 9) 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. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss D2 Truss Type Piggyback Base Qty 1 Ply 1 WF86 Job Reference (optional) I39639712 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:04 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-shea2TFTIfA3fpocrxDbj6MqaLuTJOTfHPJqN_y85wr Scale = 1:65.6 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 4x8 4x6 6x8 5x6 3x4 2x4 5x8 3x4 3x6 2x4 2x4 6x8 4x4 2x4 3x10 3x6 4x4 10x12 0-0-6 0-0-6 2-5-13 2-5-6 11-11-7 9-5-10 21-5-1 9-5-10 24-9-0 3-3-15 28-6-12 3-9-12 2-5-13 2-5-13 6-9-13 4-4-0 11-1-13 4-4-0 16-0-8 4-10-11 16-1-2 0-0-10 21-5-1 5-4-0 24-9-0 3-3-15 28-6-12 3-9-12 1-0-148-11-811-0-02-0-08.49 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [3:0-0-5,0-1-4], [3:0-4-0,0-0-5], [5:0-4-0,0-1-7], [8:0-1-12,0-2-0], [9:0-2-0,0-1-12], [10:0-1-12,0-1-8], [12:0-2-8,0-2-0], [14:0-4-8,0-2-12] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.64 0.95 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.75 0.57 (loc) 14-16 14-16 10 l/defl >999 >457 n/a L/d 240 180 n/a PLATES MT20 Weight: 192 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x8 SP 2250F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 -H 1-6-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-3 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 3-16 6-0-0 oc bracing: 12-13. 1 Row at midpt 8-12 WEBS 1 Row at midpt 9-10, 6-14 REACTIONS.(lb/size)1=1137/0-4-3, 10=1137/Mechanical Max Horz 1=261(LC 11) Max Uplift 1=-117(LC 11), 10=-220(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-886/0, 3-4=-2094/374, 4-5=-1555/270, 5-6=-1229/251, 6-7=-908/172, 7-8=-897/171, 8-9=-407/79, 9-10=-1097/229 BOT CHORD 3-16=-516/1974, 14-16=-250/1199, 7-14=-267/98, 8-12=-1185/259 WEBS 4-16=-956/371, 5-16=-83/635, 8-14=-206/1097, 9-12=-210/1078, 6-14=-458/131, 12-14=-79/492 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) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-1-13, Exterior(2) 11-1-13 to 14-1-13, Interior(1) 14-1-13 to 28-5-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a 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 100 lb uplift at joint(s) except (jt=lb) 10=220. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss D3 Truss Type Piggyback Base Qty 1 Ply 1 WF86 Job Reference (optional) I39639713 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:06 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-o3lKT9GjqHQnv7y?yMF3oXRAK9ZPnI_yljoxSty85wp Scale: 3/16"=1' 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 6x8 5x6 3x4 4x4 3x4 4x8 4x6 2x4 6x8 4x4 3x6 2x4 2x4 6x8 4x4 2x4 3x10 3x6 8x8 3x4 0-0-6 0-0-6 2-5-13 2-5-6 12-0-0 9-6-3 21-6-4 9-6-4 26-4-4 4-10-0 30-6-12 4-2-8 2-5-13 2-5-13 6-10-3 4-4-6 11-2-8 4-4-6 16-4-6 5-1-14 21-6-4 5-1-14 26-4-4 4-10-0 30-6-12 4-2-8 1-0-149-0-011-0-02-0-08.49 12 Plate Offsets (X,Y)-- [1:0-4-0,Edge], [3:0-4-12,Edge], [3:0-1-1,0-5-4], [5:0-4-0,Edge], [6:0-4-4,0-2-4], [10:0-1-12,0-2-0], [11:0-1-12,0-1-12], [12:0-1-12,0-1-8], [14:0-2-4,0-2-0], [16:0-2-12,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 0.69 0.99 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.82 0.62 (loc) 16-18 16-18 12 l/defl >999 >447 n/a L/d 240 180 n/a PLATES MT20 Weight: 193 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2, 1-5: 2x8 SP 2250F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 -H 1-6-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-3 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 10-14 WEBS 1 Row at midpt 11-12, 7-16 REACTIONS.(lb/size)12=1217/Mechanical, 1=1217/0-4-3 Max Horz 1=262(LC 11) Max Uplift 12=-236(LC 8), 1=-124(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-950/3, 3-4=-2233/410, 4-6=-1705/303, 6-7=-1358/281, 7-8=-1158/220, 8-10=-1150/220, 10-11=-488/95, 11-12=-1175/245 BOT CHORD 3-18=-553/2088, 16-18=-287/1381, 8-16=-300/109, 10-14=-1197/276 WEBS 4-18=-945/367, 6-18=-99/712, 14-16=-94/533, 10-16=-214/1127, 11-14=-231/1181, 7-16=-360/118 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) 0-0-0 to 3-0-11, Interior(1) 3-0-11 to 11-2-8, Exterior(2) 11-2-8 to 15-6-6, Interior(1) 15-6-6 to 30-5-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a 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 100 lb uplift at joint(s) except (jt=lb) 12=236. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss D4 Truss Type Piggyback Base Qty 1 Ply 1 WF86 Job Reference (optional) I39639714 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:08 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-lSt4trIzMugV8R6N4nHXtyWVsyJNFEWEC1H1Xly85wn Scale = 1:67.3 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 6x8 8x8 3x4 4x4 4x4 4x8 5x6 2x4 5x8 4x4 3x6 2x4 2x4 4x4 2x4 4x4 2x4 3x4 3x4 6x8 6x8 2-7-12 2-7-12 8-11-4 6-3-8 16-4-7 7-5-3 21-6-5 5-1-14 26-4-4 4-10-0 32-6-11 6-2-6 -1-5-12 1-5-12 2-7-12 2-7-12 6-11-2 4-3-7 11-2-9 4-3-7 16-4-7 5-1-14 21-6-5 5-1-14 26-4-4 4-10-0 32-6-11 6-2-6 1-0-149-0-011-0-02-0-08.49 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [4:0-3-12,0-1-7], [4:0-1-6,0-5-12], [5:0-4-0,Edge], [7:0-6-0,0-2-0], [11:0-1-12,0-2-0], [12:0-1-12,0-1-8], [13:0-1-12,0-2-0], [15:0-2-4,0-2-0], [17:0-2-8,0-2-4], [20:0-1-12,0-2-0] 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 0.75 0.76 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.66 0.70 (loc) 4-20 4-20 13 l/defl >999 >593 n/a L/d 240 180 n/a PLATES MT20 Weight: 211 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x6 SPF No.2, 1-5: 2x8 SP 2250F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 -H 1-6-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-10 max.): 7-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-11-13 oc bracing: 4-20. 1 Row at midpt 11-15 WEBS 1 Row at midpt 12-13, 8-17 REACTIONS.(lb/size)13=1294/Mechanical, 2=1388/0-3-12 Max Horz 2=276(LC 11) Max Uplift 13=-251(LC 8), 2=-157(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1013/16, 4-6=-2304/401, 6-7=-2202/438, 7-8=-1595/312, 8-9=-1401/271, 9-11=-1394/270, 11-12=-740/146, 12-13=-1234/269 BOT CHORD 4-20=-542/2150, 18-20=-316/1417, 17-18=-312/1595, 9-17=-277/101, 11-15=-1273/306 WEBS 6-20=-865/325, 7-20=-223/897, 7-18=-133/390, 8-17=-367/83, 15-17=-154/773, 11-17=-214/1120, 12-15=-259/1306 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) -1-5-12 to 1-9-6, Interior(1) 1-9-6 to 11-2-9, Exterior(2) 11-2-9 to 15-9-13, Interior(1) 15-9-13 to 32-4-15 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) * 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=251. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss D5 Truss Type Half Hip Qty 1 Ply 1 WF86 Job Reference (optional) I39639715 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:10 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-hr?rIXJEuVwCNkGmBCK?yNbrum_pj3EXfLm8bey85wl Scale = 1:70.5 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 24 25 6x8 8x8 3x4 2x4 4x8 4x8 5x6 2x4 5x8 6x8 2x4 2x4 4x4 3x4 5x8 2x4 8x8 6x8 4x4 0-0-6 0-0-6 2-7-12 2-7-6 10-1-0 7-5-4 17-6-5 7-5-4 22-4-4 4-10-0 30-6-11 8-2-6 -1-5-0 1-5-0 2-7-12 2-7-12 7-4-14 4-9-3 12-2-1 4-9-3 17-6-5 5-4-3 22-4-4 4-10-0 26-3-12 3-11-7 30-6-11 4-2-15 1-0-149-8-211-8-22-0-08.49 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [4:0-2-12,Edge], [4:0-2-6,0-7-4], [5:0-4-0,Edge], [7:0-6-0,0-2-0], [15:0-2-8,0-2-4], [17:0-2-12,Edge], [18:0-4-0,0-3-0] 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 0.72 0.76 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.68 0.65 (loc) 17-18 4-18 13 l/defl >999 >534 n/a L/d 240 180 n/a PLATES MT20 Weight: 211 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x6 SPF No.2, 1-5: 2x8 SP 2250F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 -H 1-6-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-2 max.): 7-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-3-15 oc bracing: 4-18 6-0-0 oc bracing: 15-16. 1 Row at midpt 9-15 WEBS 1 Row at midpt 12-13, 11-13 REACTIONS.(lb/size)13=1214/Mechanical, 2=1304/0-4-3 Max Horz 2=295(LC 11) Max Uplift 13=-234(LC 8), 2=-151(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-949/0, 4-6=-2063/347, 6-7=-1886/366, 7-8=-1242/252, 8-9=-1235/251, 9-11=-762/147 BOT CHORD 4-18=-498/1902, 17-18=-278/1206, 8-17=-344/126, 9-15=-953/227 WEBS 6-18=-801/333, 7-18=-210/864, 15-17=-153/814, 9-17=-190/856, 13-15=-96/385, 11-15=-164/933, 11-13=-1200/258 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) -1-5-0 to 1-7-11, Interior(1) 1-7-11 to 12-2-1, Exterior(2) 12-2-1 to 16-5-15, Interior(1) 16-5-15 to 30-4-15 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) * 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=234. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss D6 Truss Type Half Hip Qty 1 Ply 1 WF86 Job Reference (optional) I39639716 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:12 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-dD7bjCLUP7Bwd2P9JdMT1ohDUZfeB1Iq7fFFgWy85wj Scale = 1:59.2 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 6x8 3x4 2x4 3x4 2x4 8x8 6x8 2x4 2x4 3x4 2x4 3x4 3x4 6x8 4x8 5x10 2x4 4x6 0-0-6 0-0-6 2-7-12 2-7-6 5-11-15 3-4-3 9-4-2 3-4-3 13-6-5 4-2-2 18-4-4 4-10-0 23-5-8 5-1-3 28-6-11 5-1-3 -1-5-0 1-5-0 2-7-12 2-7-12 5-11-15 3-4-3 9-4-2 3-4-3 13-6-5 4-2-2 18-4-4 4-10-0 23-5-8 5-1-3 28-6-11 5-1-3 1-0-147-8-29-8-22-0-08.49 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-12], [3:0-1-8,0-6-0], [5:0-6-0,0-2-0], [11:0-1-12,0-1-8], [14:0-2-8,0-2-8], [16:0-2-0,0-3-0], [20:0-0-0,0-1-12] 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 0.52 0.80 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.34 0.42 (loc) 3-18 3-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 199 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x8 SP 2250F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-15 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-11, 9-12, 9-11 REACTIONS.(lb/size)11=1128/Mechanical, 20=1233/0-4-3 Max Horz 20=231(LC 11) Max Uplift 11=-221(LC 8), 20=-138(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-645/9, 3-4=-2160/384, 4-5=-1756/341, 5-6=-1498/296, 6-7=-1488/297, 7-9=-996/195, 2-20=-1215/230 BOT CHORD 3-18=-500/2001, 17-18=-499/2001, 16-17=-293/1337, 7-14=-831/210, 11-12=-100/512 WEBS 5-17=-149/620, 14-16=-209/1052, 7-16=-167/732, 12-14=-104/542, 9-14=-171/868, 9-11=-1089/212, 4-17=-866/283 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) -1-5-0 to 1-7-0, Interior(1) 1-7-0 to 9-4-2, Exterior(2) 9-4-2 to 13-8-1, Interior(1) 13-8-1 to 28-4-15 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 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, 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 100 lb uplift at joint(s) except (jt=lb) 11=221. 7) 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss D7 Truss Type Half Hip Qty 1 Ply 1 WF86 Job Reference (optional) I39639717 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:13 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-5PhzxYM6AQJnEC_LsKtia0DOxz2owVG_MJ_oCzy85wi Scale = 1:51.3 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 6x8 3x4 2x4 3x4 2x4 4x8 6x8 6x8 2x4 2x4 3x4 2x4 2x4 3x4 5x8 3x10 5x10 0-0-6 0-0-6 2-7-12 2-7-6 6-6-3 3-10-7 9-6-5 3-0-2 14-4-4 4-10-0 20-5-8 6-1-3 26-6-11 6-1-3 -1-5-0 1-5-0 2-7-12 2-7-12 6-6-3 3-10-7 9-6-5 3-0-2 14-4-4 4-10-0 20-5-8 6-1-3 26-6-11 6-1-3 1-0-145-8-27-8-22-0-08.49 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-12], [3:0-2-6,0-7-4], [3:0-3-0,Edge], [4:0-6-0,0-2-0], [10:0-1-12,0-1-8], [13:0-2-0,0-2-0], [15:0-2-8,0-3-0], [18:0-0-0,0-1-12] 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 0.54 0.62 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.40 0.48 (loc) 3-16 3-16 10 l/defl >999 >787 n/a L/d 240 180 n/a PLATES MT20 Weight: 163 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x8 SP 2250F 1.8E 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 (4-1-9 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-10 REACTIONS.(lb/size)10=1048/Mechanical, 18=1147/0-4-3 Max Horz 18=170(LC 11) Max Uplift 10=-207(LC 8), 18=-132(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-609/37, 3-4=-1722/294, 4-5=-1878/373, 5-6=-1869/375, 6-8=-1287/258, 2-18=-1138/235 BOT CHORD 3-16=-336/1585, 15-16=-334/1583, 6-13=-734/200, 10-11=-136/692 WEBS 4-15=-146/417, 13-15=-275/1349, 6-15=-162/705, 11-13=-141/708, 8-13=-164/803, 8-10=-1088/214 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) -1-5-0 to 1-7-0, Interior(1) 1-7-0 to 6-6-3, Exterior(2) 6-6-3 to 10-9-2, Interior(1) 10-9-2 to 26-4-15 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 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, 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 100 lb uplift at joint(s) except (jt=lb) 10=207. 7) 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss D8 Truss Type Roof Special Qty 1 Ply 1 WF86 Job Reference (optional) I39639718 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Dec 18 10:35:38 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-kfSANwQ?69IulS9A9P76LhA315Kdu52WycERGfy7lqZ Scale = 1:50.7 1 2 3 4 5 6 7 8 10 11 9 19 18 17 16 15 14 13 12 22 23 24 25 6x8 3x4 4x4 3x4 3x4 3x4 4x9 5x8 M18SHS 5x9 1.5x4 2x4 5x9 3x5 2x4 3x4 8x9 2x8 1.5x4 0-0-6 0-0-6 2-4-12 2-4-6 2-7-12 0-3-0 3-11-10 1-3-14 5-11-1 1-11-7 10-9-0 4-10-0 17-7-5 6-10-5 24-9-1 7-1-12 -1-5-0 1-5-0 2-7-12 2-7-12 3-11-10 1-3-14 5-11-1 1-11-7 10-9-0 4-10-0 14-10-10 4-1-10 16-6-13 1-8-3 17-7-5 1-0-8 18-2-15 0-7-10 24-9-1 6-6-1 1-0-143-10-85-6-117-6-115-10-82-0-08.49 12 12.00 12 Plate Offsets (X,Y)-- [3:0-4-9,0-0-4], [4:0-6-0,0-2-0], [7:0-2-4,0-2-4], [9:0-2-0,Edge], [10:0-1-12,0-2-8], [12:0-1-12,0-1-8], [13:0-1-12,0-1-8], [15:0-3-0,0-2-0], [17:0-2-4,0-3-4], [20:0-2-5,0-0-5] 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-S 0.52 0.43 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.38 0.34 (loc) 17 18 12 l/defl >999 >770 n/a L/d 240 180 n/a PLATES MT20 M18SHS Weight: 144 lb FT = 20% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x8 SP 2250F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 3-17: 2x4 SP No.1 WEBS 2x4 SPF No.2 *Except* 2-19: 2x6 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 (3-4-2 max.): 4-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-6-6 oc bracing: 3-17. WEBS 1 Row at midpt 10-12 REACTIONS.(lb/size)12=972/Mechanical, 19=1082/0-4-3 Max Horz 19=138(LC 11) Max Uplift 12=-199(LC 11), 19=-208(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-476/71, 22-23=-440/76, 3-23=-423/79, 3-4=-2026/470, 4-5=-2696/625, 5-24=-2630/618, 6-24=-2630/618, 6-7=-1667/350, 7-8=-1646/379, 8-10=-1646/379, 2-19=-1034/224 BOT CHORD 3-17=-548/2037, 6-15=-706/224, 13-25=-188/897, 12-25=-188/897 WEBS 4-17=-164/794, 15-17=-385/1725, 6-17=-284/1006, 13-15=-184/891, 10-15=-215/908, 10-12=-1154/242 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) -1-5-0 to 1-7-0, Interior(1) 1-7-0 to 3-11-10, Exterior(2) 3-11-10 to 6-11-10, Interior(1) 6-11-10 to 16-6-13, Exterior(2) 16-6-13 to 18-0-8 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) 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 199 lb uplift at joint 12. 9) One RT4 USP 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. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss D9 Truss Type Roof Special Qty 1 Ply 1 WF86 Job Reference (optional) I39639719 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Dec 18 10:37:00 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-LQPAayQRoLdGa3RwydbLgzZ3Z8Ks64rboM6m9vy7lpH Scale = 1:49.8 1 2 3 4 5 6 8 9 10 7 17 16 15 14 13 12 11 18 5x6 3x4 4x4 3x4 2x4 3x4 6x8 3x4 1.5x4 3x4 4x9 3x5 6x9 1.5x4 2x4 3x5 0-0-6 0-0-6 7-5-11 7-5-5 11-7-5 4-1-10 18-2-15 6-7-11 23-1-6 4-10-7 -1-5-0 1-5-0 1-7-13 1-7-13 7-5-11 5-9-14 11-7-5 4-1-10 14-7-14 3-0-10 14-10-4 0-2-5 15-0-0 0-1-13 15-2-6 0-2-5 18-2-15 3-0-10 23-1-6 4-10-7 1-0-142-2-145-5-07-5-04-2-142-0-08.49 12 12.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0], [5:0-2-4,0-1-8], [6:0-1-4,0-2-4], [7:0-2-0,Edge], [9:0-5-8,0-3-0], [11:0-1-12,0-1-8], [14:0-3-0,0-2-0], [16:0-2-12,0-2-0] 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 0.63 0.37 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.31 0.07 (loc) 16 16-17 11 l/defl >999 >880 n/a L/d 240 180 n/a PLATES MT20 Weight: 117 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 (3-0-7 max.): 3-10. Except: 1 Row at midpt 6-9 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=910/Mechanical, 17=1010/0-4-3 Max Horz 17=103(LC 11) Max Uplift 11=-177(LC 11), 17=-198(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-18=-2425/466, 4-18=-2425/466, 4-5=-2338/450, 5-6=-1336/241, 6-8=-1244/257, 8-9=-1244/257 BOT CHORD 16-17=-204/660, 4-16=-309/125, 13-14=-179/930, 12-13=-179/930, 11-12=-178/932 WEBS 3-16=-320/1855, 14-16=-278/1456, 5-16=-255/1124, 5-14=-802/217, 9-14=-100/548, 3-17=-972/226, 9-11=-1173/223 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) -1-5-0 to 4-7-13, Interior(1) 4-7-13 to 14-11-2, Exterior(2) 14-11-2 to 18-0-8 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. 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 177 lb uplift at joint 11. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 17. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss D10 Truss Type Roof Special Qty 1 Ply 1 WF86 Job Reference (optional) I39639720 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:01 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-S6yRPSCa?koUoM419pfu5UkKq8_g6_fCbS4Anfy85wu Scale = 1:51.9 1 2 3 4 5 6 7 9 10 8 16 15 14 13 12 11 17 18 4x8 3x4 3x4 2x4 4x4 3x6 3x4 3x6 2x4 3x10 2x4 8x8 2x4 3x4 5x8 4-3-4 4-3-4 10-0-7 5-9-3 15-9-11 5-9-3 22-5-5 6-7-11 26-10-12 4-5-7 -1-0-0 1-0-0 4-3-4 4-3-4 10-0-7 5-9-3 15-9-11 5-9-3 18-10-4 3-0-10 19-0-10 0-2-5 19-2-6 0-1-13 19-4-12 0-2-5 22-5-5 3-0-10 26-10-12 4-5-7 0-8-34-2-147-5-04-2-1410.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-1-3], [4:0-6-4,0-2-0], [6:0-6-4,0-2-4], [8:0-2-0,Edge], [9:0-6-4,0-2-4], [11:0-1-12,0-2-0] 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 0.61 0.51 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.22 0.07 (loc) 13-15 13-15 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 SLIDER Left 2x4 SPF No.2 -H 2-9-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-1 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 9-7-15 oc bracing. REACTIONS.(lb/size)11=1069/Mechanical, 2=1131/0-3-8 Max Horz 2=174(LC 11) Max Uplift 11=-216(LC 11), 2=-211(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1412/255, 4-5=-1761/359, 5-6=-1760/359, 6-9=-953/204 BOT CHORD 2-16=-278/992, 15-16=-277/996, 13-15=-375/1779, 12-13=-375/1777, 11-12=-207/1036 WEBS 4-15=-176/925, 5-15=-394/149, 6-12=-915/198, 9-12=-69/604, 9-11=-1365/273 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-3-4, Exterior(2) 4-3-4 to 7-3-4, Interior(1) 7-3-4 to 19-1-8, Exterior(2) 19-1-8 to 22-3-9 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 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) except (jt=lb) 11=216. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss D11 Truss Type Piggyback Base Qty 3 Ply 1 WF86 Job Reference (optional) I39639721 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:03 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-OU4Bq8ErXM2C2gDQHEiMAvpj?xgZay0V2mZHrYy85ws Scale = 1:61.4 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 17 2x4 4x6 4x6 2x4 3x4 3x4 3x4 3x4 3x4 3x4 7-0-12 7-0-12 13-10-0 6-9-4 20-10-12 7-0-12 3-0-2 3-0-2 8-11-4 5-11-2 14-9-4 5-10-0 20-10-12 6-1-8 4-6-116-0-1211-0-06.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-2-0], [3:0-3-8,0-1-4], [6:0-1-12,0-1-8], [10:0-1-12,0-1-8] 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 0.44 0.48 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.19 0.02 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 132 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 (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 3-7, 4-6 REACTIONS.(lb/size)6=824/Mechanical, 10=824/Mechanical Max Horz 10=193(LC 11) Max Uplift 6=-179(LC 8), 10=-49(LC 11) Max Grav 6=880(LC 2), 10=824(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-661/118, 3-4=-406/92 BOT CHORD 9-10=-216/386, 7-9=-131/416, 6-7=-89/377 WEBS 4-7=-69/379, 4-6=-760/181, 2-10=-789/75 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) 0-1-12 to 3-0-2, Interior(1) 3-0-2 to 8-11-4, Exterior(2) 8-11-4 to 11-11-4, Interior(1) 11-11-4 to 20-9-0 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) 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) 10 except (jt=lb) 6=179. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss E1 Truss Type Piggyback Base Qty 1 Ply 1 WF86 Job Reference (optional) I39639722 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:18 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-SNUs_GPF?zx4LztIfuTtH3xCe_j3bqIjVbiZtAy85wd Scale = 1:59.5 1 2 3 4 5 6 7 8 9 10 13 12 11 14 15 16 17 18 19 20 21 3x4 4x6 6x8 5x8 5x6 5x6 5x10 5x6 5x6 3x4 3x10 2x4 3x4 2x4 9-5-2 9-5-2 16-6-14 7-1-12 26-2-0 9-7-2 -1-0-0 1-0-0 4-10-5 4-10-5 9-5-2 4-6-13 16-6-14 7-1-12 21-2-11 4-7-13 26-2-0 4-11-5 1-0-1410-6-00-10-1410-6-012.00 12 Plate Offsets (X,Y)-- [2:0-7-7,0-0-3], [7:0-4-12,0-1-8], [10:0-5-7,0-0-3] 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 0.73 0.74 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.57 0.04 (loc) 2-13 10-11 10 l/defl >999 >548 n/a L/d 240 180 n/a PLATES MT20 Weight: 145 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 3-7-8, Right 2x8 SP No.2 -H 3-6-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-15 oc purlins, except 2-0-0 oc purlins (5-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-13 REACTIONS.(lb/size)10=1046/0-5-8, 2=1108/0-3-8 Max Horz 2=201(LC 8) Max Uplift 10=-113(LC 12), 2=-129(LC 11) Max Grav 10=1073(LC 2), 2=1116(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1199/220, 4-6=-1015/256, 6-7=-671/232, 7-8=-1046/260, 8-10=-1216/224 BOT CHORD 2-13=-169/822, 11-13=-56/710, 10-11=-72/773 WEBS 6-13=-68/384, 7-11=-98/465 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-5-2, Exterior(2) 9-5-2 to 13-8-1, Interior(1) 13-8-1 to 16-6-14, Exterior(2) 16-6-14 to 20-9-12, Interior(1) 20-9-12 to 26-2-0 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) 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) 10 and 2. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss E2 Truss Type Piggyback Base Qty 1 Ply 1 WF86 Job Reference (optional) I39639723 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:19 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-wZ2FBcQtmG3xz7SVDb_6qHTNQO26KEDskFR7Pcy85wc Scale = 1:62.0 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 17 18 19 20 21 22 3x4 4x6 6x8 4x4 3x4 4x4 5x10 5x6 5x6 3x4 3x10 2x4 3x4 9-5-2 9-5-2 16-6-14 7-1-12 26-2-0 9-7-2 -1-0-0 1-0-0 4-10-5 4-10-5 9-5-2 4-6-13 16-6-14 7-1-12 20-0-0 3-5-2 20-1-14 0-1-14 26-2-0 6-0-2 1-0-147-0-1310-6-07-0-1310-6-012.00 12 Plate Offsets (X,Y)-- [2:0-7-7,0-0-3], [7:0-4-12,0-1-8], [10:0-1-8,0-2-4] 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 0.73 0.82 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.68 0.04 (loc) 10-11 10-11 10 l/defl >999 >459 n/a L/d 240 180 n/a PLATES MT20 Weight: 149 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 3-7-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-7 max.): 6-7, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-13, 8-10 REACTIONS.(lb/size)10=1040/0-5-8, 2=1102/0-3-8 Max Horz 2=257(LC 11) Max Uplift 10=-142(LC 8), 2=-114(LC 11) Max Grav 10=1089(LC 2), 2=1119(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1191/186, 4-6=-1018/223, 6-7=-673/205, 7-8=-1030/214 BOT CHORD 2-13=-242/786, 11-13=-106/698, 10-11=-142/747 WEBS 6-13=-42/367, 7-11=-46/456, 8-10=-1084/212 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-5-2, Exterior(2) 9-5-2 to 12-5-2, Interior(1) 12-5-2 to 16-6-14, Exterior(2) 16-6-14 to 19-6-14, Interior(1) 19-6-14 to 26-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 10 and 2. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss E3 Truss Type Piggyback Base Qty 1 Ply 1 WF86 Job Reference (optional) I39639724 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:20 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-OmcdPyRVXaBoaH1hnIVLMU0YKoP43hc?zvBgy3y85wb Scale = 1:61.9 1 2 3 4 5 6 7 8 9 10 14 13 12 11 15 16 17 18 19 20 21 22 23 24 25 3x4 4x6 4x8 3x4 4x4 5x10 5x6 5x6 3x4 3x10 2x4 4x8 3x4 3x4 8-9-3 8-9-3 17-2-13 8-5-10 26-0-0 8-9-3 -1-0-0 1-0-0 4-10-5 4-10-5 9-5-2 4-6-13 16-6-14 7-1-12 20-0-0 3-5-2 21-7-15 1-7-15 26-0-0 4-4-1 1-0-147-0-148-8-1310-6-08-8-1310-6-012.00 12 Plate Offsets (X,Y)-- [2:0-7-7,0-0-3], [6:0-3-8,0-2-4], [7:0-3-12,0-2-0], [8:0-4-0,0-2-8], [9:0-2-8,0-2-0] 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 0.72 0.70 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.38 0.04 (loc) 11-12 11-12 11 l/defl >999 >825 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 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 -H 3-7-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-13 max.): 6-7, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-11, 7-14, 8-11 REACTIONS.(lb/size)11=1033/0-3-8, 2=1095/0-3-8 Max Horz 2=285(LC 11) Max Uplift 11=-151(LC 12), 2=-105(LC 11) Max Grav 11=1082(LC 2), 2=1110(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1200/166, 4-6=-1038/217, 6-7=-658/196, 7-8=-1028/179, 8-9=-300/93 BOT CHORD 2-14=-261/782, 12-14=-132/676, 11-12=-143/736 WEBS 6-14=-37/391, 7-12=-3/458, 8-11=-1105/217 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-5-2, Exterior(2) 9-5-2 to 12-5-2, Interior(1) 12-5-2 to 16-6-14, Exterior(2) 16-6-14 to 19-6-14, Interior(1) 19-6-14 to 21-7-15, Exterior(2) 21-7-15 to 24-7-15, Interior(1) 24-7-15 to 25-10-4 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 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) 11 and 2. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss E4 Truss Type Roof Special Qty 1 Ply 1 WF86 Job Reference (optional) I39639725 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:21 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-sy9?cHS7IuJfCRbtK00aviZpaCllo8p9BZwEUVy85wa Scale = 1:69.9 1 2 3 4 5 6 7 8 9 10 14 13 12 11 15 16 17 18 19 20 21 22 23 24 3x4 5x8 4x8 4x8 3x4 4x4 5x10 5x6 5x6 3x6 3x10 2x4 3x4 3x4 8-9-3 8-9-3 17-2-14 8-5-11 26-0-0 8-9-2 -1-0-0 1-0-0 5-6-7 5-6-7 10-9-6 5-2-15 15-2-10 4-5-4 20-0-0 4-9-6 23-3-15 3-3-15 26-0-0 2-8-1 1-0-147-0-1410-4-1311-10-410-4-1311-10-412.00 12 Plate Offsets (X,Y)-- [2:0-7-7,0-0-3], [6:0-5-4,0-2-0], [7:0-4-4,0-1-0], [8:0-4-0,0-3-0], [9:0-2-8,0-2-0] 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 0.37 0.74 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.35 0.04 (loc) 12-14 11-12 11 l/defl >999 >888 n/a L/d 240 180 n/a PLATES MT20 Weight: 168 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 4-1-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-11, 7-14, 8-11 REACTIONS.(lb/size)11=1033/0-3-8, 2=1095/0-3-8 Max Horz 2=332(LC 11) Max Uplift 11=-172(LC 12), 2=-98(LC 11) Max Grav 11=1073(LC 2), 2=1095(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1172/141, 4-6=-1016/225, 6-7=-593/197, 7-8=-1059/155, 8-9=-317/102 BOT CHORD 2-14=-290/781, 12-14=-144/597, 11-12=-141/737 WEBS 4-14=-272/243, 6-14=-68/421, 7-12=0/526, 8-11=-1113/216 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-9-6, Exterior(2) 10-9-6 to 13-9-6, Interior(1) 13-9-6 to 15-2-10, Exterior(2) 15-2-10 to 18-2-10, Interior(1) 18-2-10 to 23-3-15, Exterior(2) 23-3-15 to 25-10-4 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 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) 11 and 2. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss E5 Truss Type Roof Special Qty 1 Ply 1 WF86 Job Reference (optional) I39639726 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:22 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-K8jNpdSl3BRVqaA4ujXpRv5s3b5nXa6IQDgn0xy85wZ Scale = 1:70.0 1 2 3 4 5 6 7 8 9 10 14 13 12 11 15 16 17 18 19 20 21 22 3x4 4x6 8x8 4x8 4x4 4x4 5x10 5x6 5x6 3x4 3x10 2x4 3x4 3x4 9-1-6 9-1-6 16-10-10 7-9-4 26-0-0 9-1-6 -1-0-0 1-0-0 4-8-7 4-8-7 9-1-6 4-4-15 16-10-10 7-9-4 20-0-0 3-1-6 25-0-12 5-0-12 26-0-0 0-11-4 1-0-1410-2-47-0-1412-1-912.00 12 Plate Offsets (X,Y)-- [2:0-7-7,0-0-3], [6:0-3-4,0-2-0], [7:0-5-0,0-1-12], [8:0-4-0,0-3-0], [9:0-1-8,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 0.90 0.75 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.55 0.04 (loc) 11-12 11-12 11 l/defl >999 >566 n/a L/d 240 180 n/a PLATES MT20 Weight: 164 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 3-6-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-1 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 6-7, 9-10. BOT CHORD Rigid ceiling directly applied or 9-6-9 oc bracing. WEBS 1 Row at midpt 10-11, 7-14, 8-11 REACTIONS.(lb/size)11=1033/0-3-8, 2=1095/0-3-8 Max Horz 2=365(LC 11) Max Uplift 11=-276(LC 11), 2=-140(LC 11) Max Grav 11=1097(LC 18), 2=1109(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1186/161, 4-6=-1019/200, 6-7=-680/196, 7-8=-1026/131, 8-9=-450/203, 9-10=-260/210 BOT CHORD 2-14=-374/790, 12-14=-191/702, 11-12=-162/733 WEBS 6-14=-0/380, 7-12=0/461, 8-11=-1105/248, 8-10=-279/339 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-1-6, Exterior(2) 9-1-6 to 12-1-6, Interior(1) 12-1-6 to 16-10-10, Exterior(2) 16-10-10 to 20-0-0, Interior(1) 20-0-0 to 25-0-12, Exterior(2) 25-0-12 to 25-10-4 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 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) 11 and 2. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss E6 Truss Type Roof Special Qty 1 Ply 1 WF86 Job Reference (optional) I39639727 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:23 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-pLHl1zTOqVZMRklGSR32_7e4C?QgG1USftPKYOy85wY Scale = 1:74.5 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 17 18 19 20 21 4x6 4x4 4x6 3x4 4x4 3x10 5x6 5x6 3x6 3x4 3x4 3x10 8-9-3 8-9-3 17-2-14 8-5-11 26-0-0 8-9-2 -1-0-0 1-0-0 7-5-6 7-5-6 13-0-0 5-6-10 18-6-10 5-6-10 20-0-0 1-5-6 26-0-0 6-0-0 1-0-148-6-47-0-1413-0-148-6-412.00 12 Plate Offsets (X,Y)-- [2:0-6-11,0-0-11], [4:0-4-4,0-1-12], [6:0-2-4,0-1-12], [7:0-4-4,0-1-12] 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 0.68 0.71 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.38 0.04 (loc) 10-12 9-10 9 l/defl >999 >814 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 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 5-6-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 5-12, 5-10, 7-9 REACTIONS.(lb/size)9=1033/0-3-8, 2=1095/0-3-8 Max Horz 2=387(LC 11) Max Uplift 9=-297(LC 11), 2=-130(LC 11) Max Grav 9=1049(LC 2), 2=1095(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1141/120, 4-5=-746/172, 5-6=-771/63, 6-7=-1012/93 BOT CHORD 2-12=-317/681, 10-12=-279/835, 9-10=-157/719 WEBS 4-12=-29/431, 6-10=-18/561, 7-9=-1082/234 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-5-6, Exterior(2) 7-5-6 to 10-5-6, Interior(1) 10-5-6 to 18-6-10, Exterior(2) 18-6-10 to 20-0-0, Interior(1) 20-0-0 to 25-10-4 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) 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, 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) 9 and 2. This connection is for uplift only and does not consider lateral forces. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss E7 Truss Type Common Qty 2 Ply 1 WF86 Job Reference (optional) I39639728 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:24 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-HXr7EJU0bphD3uKS08aHXKBLnPqf?PabtX9u5qy85wX Scale = 1:73.2 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 4x4 3x4 4x4 3x4 4x4 3x4 4x4 4x4 3x6 3x6 4x4 7-5-3 7-5-3 14-6-13 7-1-11 22-0-0 7-5-3 -1-0-0 1-0-0 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 23-0-0 1-0-0 0-10-311-10-20-10-312.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [5:0-2-0,0-1-8], [8:0-2-0,0-1-12] 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 0.31 0.47 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.15 0.02 (loc) 11-13 11-13 10 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 *Except* 2-14,8-10: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=935/0-3-8, 10=935/0-3-8 Max Horz 14=-232(LC 9) Max Uplift 14=-117(LC 11), 10=-117(LC 12) Max Grav 14=964(LC 18), 10=964(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-472/240, 3-5=-937/274, 5-7=-937/274, 7-8=-472/240, 2-14=-488/233, 8-10=-488/233 BOT CHORD 13-14=-124/765, 11-13=-24/523, 10-11=-41/672 WEBS 5-11=-213/556, 7-11=-292/258, 5-13=-213/556, 3-13=-292/258, 3-14=-685/30, 7-10=-685/30 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 23-0-0 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) * 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss E8 Truss Type Common Qty 5 Ply 1 WF86 Job Reference (optional) I39639729 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:25 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-ljPWSfVeL6p4h2vfZs5W3YjWJpAzkrDl6BuRdGy85wW Scale = 1:73.2 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 22 23 3x4 4x4 3x4 4x4 3x4 4x4 3x4 4x4 4x4 4x6 4x4 4x6 7-5-3 7-5-3 14-6-13 7-1-11 22-0-0 7-5-3 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 23-0-0 1-0-0 0-10-311-10-20-10-312.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-1-8], [9:0-2-0,0-2-0], [13:0-2-0,0-2-0] 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 0.32 0.47 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.16 0.02 (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 *Except* 1-13,7-9: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=936/0-3-8, 13=853/0-3-8 Max Horz 13=-224(LC 7) Max Uplift 9=-118(LC 12), 13=-104(LC 12) Max Grav 9=962(LC 19), 13=898(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-383/175, 2-4=-932/282, 4-6=-925/273, 6-7=-440/229, 1-13=-349/160, 7-9=-461/226 BOT CHORD 12-13=-126/761, 10-12=-23/518, 9-10=-40/662 WEBS 4-10=-211/545, 6-10=-285/256, 4-12=-215/556, 2-12=-291/260, 2-13=-741/56, 6-9=-712/26 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) 0-3-10 to 3-3-10, Interior(1) 3-3-10 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 23-0-0 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) * 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) 9 and 13. This connection is for uplift only and does not consider lateral forces. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G1 Truss Type Roof Special Girder Qty 1 Ply 2 WF86 Job Reference (optional) I39639730 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Dec 18 10:38:25 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:fUHo4_EvPKNHBCPklPuGW0y8ERV-Ln2JQ0SlnTKCH7QGR_dHcvai2POCXiy6L5BmdTy7lny Scale = 1:36.6 5 6 71 2 3 4 11 10 9 812131415 3x8 4x4 2x4 3x4 4x6 4x6 6x7 2x4 3x8 4x5 4x4 Special TJC37 Special LU24 Special TJC37 Special 3-3-8 3-3-8 3-8-3 0-4-11 5-1-13 1-5-10 5-3-4 0-1-7 6-2-4 0-11-0 10-6-8 4-4-4 3-3-8 3-3-8 3-8-3 0-4-11 5-1-13 1-5-10 6-2-4 1-0-7 6-10-5 0-8-1 10-6-8 3-8-3 1-0-154-5-125-0-25-4-111-0-1511.09 12 9.45 12 7.30 12 9.59 12 Plate Offsets (X,Y)-- [1:0-1-8,0-1-8], [2:0-5-4,0-2-0], [3:0-3-0,0-1-6], [5:0-2-4,0-1-12], [7:Edge,0-5-4] 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 0.13 0.08 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 9 9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 137 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 -à 2-5-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=775/0-3-8, 11=778/0-3-1 Max Horz 11=-97(LC 3) Max Uplift 7=-451(LC 8), 11=-455(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-833/584, 6-7=-910/571, 1-2=-820/545, 2-3=-664/506, 3-4=-640/511, 4-5=-675/528 BOT CHORD 10-12=-384/566, 12-13=-384/566, 9-13=-384/566, 9-14=-350/556, 14-15=-350/556, 8-15=-350/556, 7-8=-353/560 WEBS 1-11=-740/459, 4-9=-540/617, 1-10=-375/576 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7 and 11. This connection is for uplift only and does not consider lateral forces. 8) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 4-4-4 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 LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 5-3-4 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 10) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 6-2-4 from the left end to connect truss(es) to front 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 114 lb up at 3-8-3, 122 lb down and 137 lb up at 4-8-14, and 122 lb down and 137 lb up at 5-9-10, and 68 lb down and 114 lb up at 6-10-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G1 Truss Type Roof Special Girder Qty 1 Ply 2 WF86 Job Reference (optional) I39639730 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Dec 18 10:38:25 2019 Page 2 Timberland Lumber Company, Brazil, IN 47834 ID:fUHo4_EvPKNHBCPklPuGW0y8ERV-Ln2JQ0SlnTKCH7QGR_dHcvai2POCXiy6L5BmdTy7lny LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 5-7=-60, 7-11=-20, 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60 Concentrated Loads (lb) Vert: 8=-68(F) 9=-132(F) 10=-68(F) 12=-105(F) 13=-122(F) 14=-122(F) 15=-105(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G2 Truss Type Roof Special Girder Qty 1 Ply 1 WF86 Job Reference (optional) I39639731 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:38 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-sDhQA5foI6SEk2P8q4qZ5Hmf?2asHoPf6iYda0y85wJ Scale = 1:39.7 1 2 3 4 5 6 7 8 9 14 13 12 11 1015 16 4x8 4x6 4x6 4x8 3x10 4x6 2x4 4x8 2x4 4x8 2x4 5x10 LU26 LU24 LU24 LU24 4-5-8 4-5-8 9-6-8 5-1-0 14-1-2 4-6-10 18-1-2 4-0-0 22-0-0 3-10-14 -1-0-0 1-0-0 4-5-8 4-5-8 9-6-8 5-1-0 10-1-2 0-6-10 14-1-2 4-0-0 18-1-2 4-0-0 22-0-0 3-10-14 23-0-0 1-0-0 0-10-34-9-05-3-100-10-35-3-1012.00 12 Plate Offsets (X,Y)-- [2:0-5-5,0-0-7], [2:0-0-5,0-3-15], [2:0-0-2,0-0-2], [3:0-6-4,0-1-12], [7:0-6-4,0-1-12], [8:0-0-2,0-0-2], [8:0-0-5,0-3-15], [8:Edge,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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.58 0.60 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.03 (loc) 11-12 11-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 119 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 , Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-12 oc purlins, except 2-0-0 oc purlins (3-10-14 max.): 3-4, 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1245/0-3-8, 8=1784/0-3-8 Max Horz 2=-106(LC 24) Max Uplift 2=-212(LC 4), 8=-557(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1456/291, 3-4=-1534/392, 4-5=-1901/487, 5-6=-1984/577, 6-7=-1985/576, 7-8=-2049/619 BOT CHORD 2-14=-228/895, 12-14=-228/899, 11-12=-440/1748, 10-11=-376/1301, 8-10=-369/1284 WEBS 3-12=-249/926, 4-12=-282/979, 5-12=-1541/500, 5-11=-245/370, 6-11=-270/107, 7-11=-237/1009, 7-10=-256/509 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. This connection is for uplift only and does not consider lateral forces. 7) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8. 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 LU26 (6-16d Girder, 4-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 14-0-12 from the left end to connect truss(es) to front face of bottom chord. 10) 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 15-11-4 from the left end to 19-11-4 to connect truss(es) to front face of bottom chord. 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 December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G2 Truss Type Roof Special Girder Qty 1 Ply 1 WF86 Job Reference (optional) I39639731 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:38 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-sDhQA5foI6SEk2P8q4qZ5Hmf?2asHoPf6iYda0y85wJ 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, 4-5=-60, 5-7=-60, 7-9=-60, 2-8=-20 Concentrated Loads (lb) Vert: 11=-593(F) 10=-168(F) 15=-168(F) 16=-226(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G3 Truss Type Jack-Closed Girder Qty 1 Ply 1 WF86 Job Reference (optional) I39639732 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:51 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-_jzLvYpyE65Oo2ue5JZc70o_fI6pqm2Z5DBpYmy85w6 Scale = 1:26.9 1 2 5 4 32x4 3x4 2x4 8x8 3x4 HUS261-0-0 1-0-0 2-10-8 1-10-8 2-10-8 2-10-8 1-10-34-8-1112.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-1-8], [2:0-1-8,0-1-8], [4:0-4-0,0-4-12] 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 0.13 0.23 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 4 4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 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 2-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=1135/0-7-4, 3=613/Mechanical Max Horz 5=78(LC 7) Max Uplift 5=-108(LC 3), 3=-167(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-844/80, 1-2=-428/61, 2-3=-456/151 WEBS 1-4=-97/565, 2-4=-155/705 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 100 lb uplift at joint(s) except (jt=lb) 3=167. 6) One 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. 7) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent at 0-11-4 from the left end to connect truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) 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, 3-5=-20 Concentrated Loads (lb) Vert: 4=-1541(F) December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G4 Truss Type Hip Girder Qty 2 Ply 2 WF86 Job Reference (optional) I39639733 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:53 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-w655KEqCljL62L21Ckb4CRtKu5q2IiasYXgwcey85w4 Scale = 1:26.2 1 2 3 4 6 5789 10 3x4 4x8 4x4 3x4 2x4 3x4 TJC37 TJC37 LU24 LU24 TJC37 TJC37 5-0-5 5-0-5 8-11-10 3-11-5 14-0-0 5-0-6 5-0-5 5-0-5 8-11-10 3-11-5 14-0-0 5-0-6 0-7-23-10-70-7-13-10-77.82 12 Plate Offsets (X,Y)-- [2:0-5-12,0-2-0] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.15 0.11 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.01 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 112 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 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=743/0-6-11, 4=743/0-6-12 Max Horz 1=67(LC 23) Max Uplift 1=-324(LC 7), 4=-324(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1057/487, 2-3=-799/445, 3-4=-1058/489 BOT CHORD 1-6=-398/785, 5-6=-408/798, 4-5=-361/786 WEBS 2-6=-232/351, 3-5=-248/368 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 4. 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 2-4-8 from the left end to connect truss(es) to back face of bottom chord, skewed 56.3 deg.to the right, sloping 0.0 deg. down. 11) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 5-0-5 from the left end to connect truss(es) to back face of bottom chord, skewed 28.1 deg.to the right, sloping 0.0 deg. down. 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 6-0-0 from the left end to 8-0-0 to connect truss(es) to back face of bottom chord. 13) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 8-11-10 from the left end to connect truss(es) to back face of bottom chord, skewed 28.1 deg.to the left, sloping 0.0 deg. down. 14) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 11-7-7 from the left end to connect truss(es) to back face of bottom chord, skewed 56.3 deg.to the left, sloping 0.0 deg. down. 15) Fill all nail holes where hanger is in contact with lumber.Continued on page 2 December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G4 Truss Type Hip Girder Qty 2 Ply 2 WF86 Job Reference (optional) I39639733 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:53 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-w655KEqCljL62L21Ckb4CRtKu5q2IiasYXgwcey85w4 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, 1-4=-20 Concentrated Loads (lb) Vert: 6=-132(B) 5=-132(B) 7=1(B) 8=-75(B) 9=-75(B) 10=1(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G5 Truss Type Half Hip Girder Qty 1 Ply 3 WF86 Job Reference (optional) I39639734 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:54 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-OIfTXarqW1TzfVdDmR6JkfQOJVyi1zM0nBQT95y85w3 Scale = 1:83.9 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 111920212223242526272829 3031 3x4 2x4 6x8 8x12 6x8 3x4 3x6 10x12 4x6 4x6 4x4 4x6 4x8 2x4 5x8 3x6 4x8 LU24 LU24 HGUS28-2 LU26 LU24 LU24 LU24 Special Special Special Special Special Special Special 2-5-13 2-5-13 4-4-2 1-10-6 9-1-7 4-9-5 13-10-12 4-9-5 17-7-9 3-8-13 21-2-11 3-7-1 24-11-8 3-8-13 -1-0-0 1-0-0 2-5-13 2-5-13 4-4-2 1-10-6 9-1-7 4-9-5 13-10-12 4-9-5 17-7-9 3-8-13 21-2-11 3-7-1 24-11-8 3-8-13 0-10-1412-5-1310.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-0-11], [2:0-1-8,0-6-14], [2:0-4-0,Edge], [3:0-1-8,0-1-8], [4:0-1-4,0-2-0], [6:0-0-8,0-1-12], [7:0-6-4,0-2-0], [9:0-4-0,0-1-8], [11:Edge,0-3-12], [16:0-2-8,0-2-0], [17:0-3-8,0-6-4] 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 0.62 0.98 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.19 0.04 (loc) 16-17 16-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 730 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x8 SP 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.): 7-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-11 REACTIONS.(lb/size)11=4774/0-3-8, 2=9156/0-3-8 (req. 0-4-13) Max Horz 2=375(LC 22) Max Uplift 11=-1943(LC 4), 2=-1833(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11406/2290, 3-4=-11144/2307, 4-6=-6336/1643, 6-7=-3741/1215, 7-8=-2243/831, 8-9=-2243/831 BOT CHORD 2-18=-1886/7776, 17-18=-1886/7776, 16-17=-2049/8574, 14-16=-1439/4804, 13-14=-991/2840, 12-13=-489/1259, 11-12=-489/1259 WEBS 3-17=-303/1330, 4-17=-860/6058, 4-16=-4935/800, 6-16=-908/4631, 6-14=-3846/884, 7-14=-1209/3996, 7-13=-2011/537, 9-13=-1202/3440, 9-12=-452/804, 9-11=-4386/1702 NOTES- 1) N/A 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) 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) WARNING: Required bearing size at joint(s) 2 greater than input bearing size. 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) except (jt=lb) 11=1943, 2=1833. 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) or equivalent spaced at 1-3-4 oc max. starting at 1-1-8 from the left end to 2-4-12 to connect truss(es) to front face of bottom chord. 12) Use Simpson Strong-Tie HGUS28-2 (36-10d Girder, 12-10d Truss) or equivalent at 4-4-0 from the left end to connect truss(es) to front face of bottom chord. Continued on page 2 PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR LOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGER MANUFACTURER SPECIFICATIONS. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G5 Truss Type Half Hip Girder Qty 1 Ply 3 WF86 Job Reference (optional) I39639734 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:54 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-OIfTXarqW1TzfVdDmR6JkfQOJVyi1zM0nBQT95y85w3 NOTES- 13) Use Simpson Strong-Tie LU26 (6-10d Girder, 4-10dx1 1/2 Truss) or equivalent at 4-0-12 from the left end to connect truss(es) to back face of bottom chord. 14) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss) or equivalent spaced at 2-0-0 oc max. starting at 6-0-12 from the left end to 10-0-12 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) 425 lb down and 234 lb up at 12-0-12, 445 lb down and 304 lb up at 14-0-12, 441 lb down and 304 lb up at 16-0-12, 458 lb down and 304 lb up at 18-0-12, 430 lb down and 304 lb up at 20-0-12, and 434 lb down and 304 lb up at 22-0-12, and 455 lb down and 302 lb up at 24-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-60, 7-10=-60, 2-11=-20 Concentrated Loads (lb) Vert: 18=-452(F) 17=-6717(F=-5988, B=-729) 14=-425(B) 19=-452(F) 20=-425(B) 21=-425(B) 22=-425(B) 24=-425(B) 25=-428(B) 26=-428(B) 28=-428(B) 29=-428(B) 31=-431(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G6 Truss Type HIP GIRDER Qty 1 Ply 2 WF86 Job Reference (optional) I39639735 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:56 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-LhnEyFt42ejhvpncus9nq4VkmJlIV0wJEVvaDzy85w1 Scale = 1:42.3 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10181920212223242526 27 28 5x10 4x8 5x10 4x8 6x12 MT20HS 3x4 3x6 6x8 5x6 4x8 2x4 3x6 3x10 2x4 4x8 5x6 6x8 3x4 3x6 TJC37 TJC37 TJC37 TJC37 LU24 LU24 LU24 LU24 LU24 TJC37 TJC37 TJC37 TJC37 0-0-6 0-0-6 5-0-9 5-0-3 7-3-12 2-3-2 10-0-8 2-8-12 12-7-8 2-7-0 15-2-9 2-7-0 17-11-5 2-8-12 20-2-8 2-3-2 25-2-11 5-0-3 25-3-1 0-0-6 5-0-9 5-0-9 7-3-12 2-3-2 10-0-8 2-8-12 12-7-8 2-7-0 15-2-9 2-7-0 17-11-5 2-8-12 20-2-8 2-3-2 25-3-1 5-0-9 0-4-141-8-60-4-141-8-62.12 12 Plate Offsets (X,Y)-- [1:0-4-7,0-0-14], [3:0-1-12,0-2-8], [7:0-1-12,0-2-8], [8:0-0-0,0-0-0], [9:0-4-7,0-0-14], [11:0-3-8,0-3-12], [16:0-3-8,0-3-12] 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 0.62 0.46 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.43 -0.99 0.08 (loc) 13 13 9 l/defl >688 >300 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 267 lb FT = 20% GRIP 197/144 187/143 LUMBER- TOP CHORD 2x4 SP DSS *Except* 3-7: 2x4 SPF No.2 BOT CHORD 2x8 SP 2250F 1.8E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, except 2-0-0 oc purlins (3-5-2 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=2043/0-4-3, 9=2000/0-4-3 Max Horz 1=-16(LC 8) Max Uplift 1=-698(LC 3), 9=-676(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8255/2862, 2-3=-9575/3368, 3-4=-9970/3497, 4-5=-9970/3497, 5-6=-9977/3500, 6-7=-9977/3500, 7-8=-9515/3342, 8-9=-8159/2819 BOT CHORD 1-17=-2816/8102, 16-17=-2816/8102, 15-16=-3301/9427, 13-15=-3947/11393, 12-13=-3947/11393, 11-12=-3260/9367, 10-11=-2759/8007, 9-10=-2759/8007 WEBS 2-17=-885/330, 2-16=-577/1556, 3-16=-425/1183, 3-15=-251/740, 5-15=-1627/579, 5-13=-395/1138, 5-12=-1620/574, 7-12=-284/813, 7-11=-407/1142, 8-11=-597/1594, 8-10=-906/340 NOTES- 1) N/A 2) 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: 2x8 - 4 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 5) 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 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) All bearings are assumed to be User Defined crushing capacity of 425 psi. 10) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 9. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 1-3-14 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) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent spaced at 2-9-15 oc max. starting at 4-1-13 from the left end to 6-11-12 to connect truss(es) to back face of bottom chord. Continued on page 2 December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G6 Truss Type HIP GIRDER Qty 1 Ply 2 WF86 Job Reference (optional) I39639735 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:56 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-LhnEyFt42ejhvpncus9nq4VkmJlIV0wJEVvaDzy85w1 NOTES- 14) Use Simpson Strong-Tie TJC37 (6 nail 90-150) or equivalent at 7-10-7 from the left end to connect truss(es) to back face of bottom chord, skewed 22.5 deg.to the right, sloping 0.0 deg. down. 15) 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 8-6-0 from the left end to 16-6-0 to connect truss(es) to back face of bottom chord. 16) Use Simpson Strong-Tie TJC37 (6 nail, 30-90) or equivalent at 17-1-10 from the left end to connect truss(es) to back face of bottom chord, skewed 22.5 deg.to the left, sloping 0.0 deg. down. 17) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent spaced at 2-9-15 oc max. starting at 18-0-5 from the left end to 23-8-3 to connect truss(es) to back face of bottom chord. 18) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-7=-60, 7-9=-60, 1-9=-20 Concentrated Loads (lb) Vert: 13=-203(B) 11=-166(B) 18=-42(B) 19=-81(B) 20=-166(B) 21=-244(B) 22=-203(B) 23=-203(B) 24=-203(B) 25=-203(B) 26=-244(B) 27=-81(B) 28=-16(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G7 Truss Type Roof Special Girder Qty 1 Ply 2 WF86 Job Reference (optional) I39639736 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:58 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-H4v_NxuLaFzP86w_?HBFvVb4C6Kizl5bipOhIsy85w? Scale = 1:54.6 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10202122232425 6x8 5x12 MT20HS 5x6 7x12 MT20HS 3x4 4x6 4x8 3x6 6x8 8x8 4x8 2x4 10x12 4x4 4x6 4x4 6x8 3x6 7x12 MT20HS HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 0-0-12 0-0-12 1-8-5 1-7-9 3-7-9 1-11-5 5-8-9 2-0-15 7-4-7 1-7-15 10-2-3 2-9-11 12-6-0 2-3-13 14-9-13 2-3-13 17-1-10 2-3-13 20-3-9 3-1-14 20-4-5 0-0-12 1-8-5 1-8-5 4-6-12 2-10-7 7-4-7 2-9-11 10-2-3 2-9-11 12-6-0 2-3-13 14-9-13 2-3-13 17-1-10 2-3-13 20-4-5 3-2-11 0-7-54-3-93-4-38-3-43-11-19.70 12 8.49 12 2.12 12 Plate Offsets (X,Y)-- [1:Edge,0-4-3], [2:0-0-12,0-1-12], [3:0-6-12,0-3-0], [4:0-2-14,0-1-12], [5:0-2-4,0-2-8], [6:0-0-12,0-1-8], [7:0-1-4,0-2-0], [8:0-7-4,Edge], [10:Edge,0-3-12], [11:0-4-4,0-1-8], [12:0-3-8,0-4-8], [13:0-2-8,0-2-0], [17:0-4-0,0-4-4], [18:0-4-0,0-4-4], [19:0-4-4,0-1-8] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.63 0.91 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.26 0.09 (loc) 13 13 10 l/defl >999 >933 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 297 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 *Except* 9-10: 2x6 SPF No.2 SLIDER Left 2x4 SPF No.2 -H 1-7-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=7915/0-3-7 (req. 0-6-3), 10=8361/0-3-7 (req. 0-6-9) Max Horz 1=163(LC 26) Max Uplift 1=-880(LC 7), 10=-988(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-10539/1172, 2-3=-9745/1127, 3-4=-8626/1044, 4-5=-6330/799, 5-6=-6310/804, 6-7=-7465/906, 7-8=-8384/978 BOT CHORD 1-19=-971/7414, 18-19=-971/7414, 17-18=-906/7185, 16-17=-775/6354, 14-16=-775/6354, 13-14=-700/6039, 12-13=-794/6857, 11-12=-794/6828, 10-11=-803/6916 WEBS 2-19=-110/1142, 3-18=-189/1626, 3-17=-687/146, 4-17=-332/2422, 4-16=-137/1389, 4-14=-2765/412, 5-14=-862/6978, 6-14=-2510/375, 6-13=-372/2978, 7-13=-1823/266, 7-12=-221/1946, 8-11=-191/1787, 8-10=-9531/1105 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 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) 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) WARNING: Required bearing size at joint(s) 1, 10 greater than input bearing size. 9) All bearings are assumed to be User Defined crushing capacity of 425 psi. 10) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 10. This connection is for uplift only and does not consider lateral forces. 11) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-7-12 from the left end to 5-7-12 to connect truss(es) to back face of bottom chord. Continued on page 2 December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G7 Truss Type Roof Special Girder Qty 1 Ply 2 WF86 Job Reference (optional) I39639736 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:58 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-H4v_NxuLaFzP86w_?HBFvVb4C6Kizl5bipOhIsy85w? NOTES- 12) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 7-7-12 from the left end to 19-7-12 to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-8=-60, 8-9=-60, 1-10=-20 Concentrated Loads (lb) Vert: 19=-1597(B) 18=-1600(B) 17=-1606(B) 16=-1334(B) 20=-1334(B) 21=-1442(B) 22=-1442(B) 23=-1442(B) 24=-1442(B) 25=-1441(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G8 Truss Type Roof Special Girder Qty 1 Ply 1 WF86 Job Reference (optional) I39639737 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:59 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-lGSMaHvzLZ5FmGVBZ?iURi7DJWhBiFMlxT7EqIy85w_ Scale = 1:45.2 1 2 3 4 5 9 8 7 6101112 13 5x12 MT20HS 5x6 4x4 4x6 10x12 10x12 4x4 3x10 8x8 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 3-8-12 3-8-12 6-4-0 2-7-4 9-5-14 3-1-14 12-8-0 3-2-2 4-7-10 4-7-10 6-4-0 1-8-6 9-5-14 3-1-14 12-8-0 3-2-2 5-5-127-2-30-10-35-5-1212.00 12 Plate Offsets (X,Y)-- [1:0-2-0,0-2-0], [3:0-2-12,0-2-0], [4:0-0-8,0-2-0], [5:0-4-6,0-2-1], [5:0-1-0,0-1-0], [5:Edge,0-5-1], [6:0-6-0,0-1-8], [7:0-6-0,0-5-4], [8:0-6-0,0-5-8] 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 0.67 0.83 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 0.02 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 96 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 WEDGE Right: 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 (4-3-7 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-9 REACTIONS.(lb/size)9=2770/Mechanical, 5=3047/(0-3-8 + H10A Simpson Strong-Tie) (req. 0-4-12) Max Horz 9=-174(LC 8) Max Uplift 9=-326(LC 7), 5=-224(LC 8) Max Grav 9=2777(LC 2), 5=3047(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-2284/263, 1-2=-1547/171, 2-3=-2048/240, 3-4=-2092/218, 4-5=-3118/243 BOT CHORD 7-8=-136/1699, 6-7=-125/2005, 5-6=-125/2005 WEBS 1-8=-293/2654, 2-8=-850/97, 2-7=-826/151, 3-7=-269/2706, 4-7=-858/172, 4-6=-76/1340 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. 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) 9=326. 9) H10A 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. 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 HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-8-14 from the left end to 11-8-12 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 December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G8 Truss Type Roof Special Girder Qty 1 Ply 1 WF86 Job Reference (optional) I39639737 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:59 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-lGSMaHvzLZ5FmGVBZ?iURi7DJWhBiFMlxT7EqIy85w_ 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, 3-5=-60, 5-9=-20 Concentrated Loads (lb) Vert: 8=-804(B) 6=-804(B) 10=-804(B) 11=-804(B) 12=-804(B) 13=-806(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G9 Truss Type Common Girder Qty 1 Ply 1 WF86 Job Reference (optional) I39639738 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:01 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-hea7?zxDtAMz?afZgQkyW7DW8KTCA7F2OncLtBy85vy Scale: 1/4"=1' 1 2 3 4 5 6 7 11 10 9 812131415 16 17 3x10 4x6 4x4 3x10 4x6 4x6 3x4 2x4 8x8 3x4 2x4 TJC37 TJC37 TJC37 HUS26 TJC37 TJC37 TJC37 0-0-6 0-0-6 4-8-13 4-8-7 9-2-3 4-5-5 13-7-8 4-5-5 18-3-15 4-8-7 18-4-5 0-0-6 4-8-13 4-8-13 9-2-3 4-5-5 13-7-8 4-5-5 18-4-5 4-8-13 1-0-147-6-121-0-148.49 12 Plate Offsets (X,Y)-- [1:0-4-8,0-0-9], [3:0-1-12,0-1-8], [5:0-1-12,0-1-8], [7:0-7-9,0-0-9], [7:0-0-0,0-0-0], [9:0-4-0,0-4-8] 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 0.84 0.41 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.12 0.03 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 98 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 2-11-8, Right 2x6 SPF No.2 -H 2-11-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-2-7 oc bracing. REACTIONS.(lb/size)1=1385/0-4-3, 7=1420/0-4-3 Max Horz 1=138(LC 6) Max Uplift 1=-709(LC 7), 7=-711(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1899/987, 3-4=-1578/925, 4-5=-1578/925, 5-7=-1926/989 BOT CHORD 1-11=-783/1416, 9-11=-783/1416, 8-9=-713/1415, 7-8=-713/1415 WEBS 4-9=-958/1452, 5-9=-262/169 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) * 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) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 7. This connection is for uplift only and does not consider lateral forces. 6) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 2-2-3 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. 7) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 4-3-11 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 7-1-10 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 HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent at 9-2-3 from the left end to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent spaced at 2-9-15 oc max. starting at 11-2-11 from the left end to 14-0-10 to connect truss(es) to front face of bottom chord. 11) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 16-2-2 from the left end to connect truss(es) to front face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. 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 December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G9 Truss Type Common Girder Qty 1 Ply 1 WF86 Job Reference (optional) I39639738 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:01 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-hea7?zxDtAMz?afZgQkyW7DW8KTCA7F2OncLtBy85vy 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: 9=-843(F) 12=-2(F) 13=-65(F) 14=-151(F) 15=-159(F) 16=-79(F) 17=-35(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G10 Truss Type Monopitch Girder Qty 1 Ply 1 WF86 Job Reference (optional) I39639739 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:27 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-h6XGtLWutk3owM31hH7_8zos7crtCmV1aUNYi9y85wU Scale = 1:52.5 1 2 3 4 6 578910 4x6 3x4 2x4 4x4 4x4 3x10 LU26 LU26 LU26 LU26 LU26 4-7-0 4-7-0 9-2-0 4-7-0 4-7-0 4-7-0 9-2-0 4-7-0 0-10-148-6-910.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-0-4], [3:0-0-12,0-2-0] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.24 0.57 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 54 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 2-11-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-8 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)1=1509/0-3-8, 5=1364/0-3-8 Max Horz 1=242(LC 7) Max Uplift 5=-4(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1180/0 BOT CHORD 1-6=-21/809, 5-6=-21/809 WEBS 3-6=0/1209, 3-5=-1115/27 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) One 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. 5) Use Simpson Strong-Tie LU26 (6-10d Girder, 4-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-3-4 oc max. starting at 0-0-0 from the left end to 8-3-4 to connect truss(es) to front face of bottom chord. 6) Fill all nail holes where hanger is in contact with lumber. 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: 1-4=-60, 1-5=-20 Concentrated Loads (lb) Vert: 1=-436(F) 7=-428(F) 8=-428(F) 9=-428(F) 10=-431(F) December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G11 Truss Type Half Hip Girder Qty 1 Ply 1 WF86 Job Reference (optional) I39639740 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:27 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-h6XGtLWutk3owM31hH7_8zonvcwcCti1aUNYi9y85wU Scale = 1:20.4 1 2 3 4 5 7 6 8 9 10 4x8 4x4 4x4 3x6 3x4 2x4 TJC37 LU24 LU24 LU24 2-5-15 2-5-15 9-2-0 6-8-1 -1-0-0 1-0-0 2-5-15 2-5-15 9-2-0 6-8-1 0-10-142-11-1310.00 12 Plate Offsets (X,Y)-- [2:0-3-13,0-0-4], [4:0-6-0,0-1-12], [5:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.57 0.20 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.04 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 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 1-8-0 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=425/0-3-8, 2=478/0-3-8 Max Horz 2=88(LC 7) Max Uplift 6=-240(LC 4), 2=-183(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-527/284 BOT CHORD 2-7=-223/357, 6-7=-234/367 WEBS 4-7=-203/262, 4-6=-324/218 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6 and 2. This connection is for uplift only and does not consider lateral forces. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 2-7-3 from the left end to connect truss(es) to back face of bottom chord, skewed 50.2 deg.to the right, sloping 0.0 deg. down. 8) 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 4-0-12 from the left end to 8-0-12 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: 1-4=-60, 4-5=-60, 2-6=-20 Concentrated Loads (lb) Vert: 7=-37(B) 8=-28(B) 9=-28(B) 10=-28(B) December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G12 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF86 Job Reference (optional) I39639741 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:29 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-dUe0H0Y8PLKW9fDQohASDOu3oQXygkfK1osfm1y85wS Scale = 1:78.9 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 22 235x6 3x4 3x4 6x8 3x6 6x8 5x8 5x12 MT20HS 4x8 4x6 2x4 4x8 3x4 2x4 4x4 4x8 2x4 8x8 5x8 2x4 8x8 5x6 LU26 5-0-1 5-0-1 9-8-9 4-8-9 16-2-5 6-5-11 22-8-0 6-5-11 26-8-0 4-0-0 34-3-11 7-7-11 39-3-1 4-11-6 40-9-8 1-6-7 5-0-1 5-0-1 9-8-9 4-8-9 16-2-5 6-5-11 22-8-0 6-5-11 26-8-0 4-0-0 34-3-11 7-7-11 40-9-8 6-5-13 0-10-149-0-02-7-1011-0-04-7-102-0-011-0-010.00 12 Plate Offsets (X,Y)-- [3:0-1-8,0-1-8], [4:0-4-0,0-1-4], [8:0-4-4,0-1-0], [9:0-5-4,0-2-8], [10:0-2-8,0-1-12], [11:0-5-8,Edge], [12:0-4-0,0-4-4], [15:0-2-8,0-2-8], [17:0-6-4,0-4-8] 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 0.53 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.32 0.13 (loc) 17-18 17-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 256 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 *Except* 7-16: 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 -H 3-2-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-6 max.): 4-8, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. 1 Row at midpt 7-17 WEBS 1 Row at midpt 5-18, 7-18, 8-15, 9-15, 9-12 REACTIONS.(lb/size)1=1646/0-3-8, 11=2198/0-3-8 Max Horz 1=162(LC 4) Max Uplift 1=-161(LC 7), 11=-365(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2204/215, 3-4=-1936/249, 4-5=-1912/264, 5-7=-1911/264, 7-8=-2023/273, 8-9=-2069/247, 9-10=-655/101, 10-11=-2071/343 BOT CHORD 1-21=-266/1550, 20-21=-266/1550, 18-20=-229/1440, 17-18=-253/2035, 7-17=-260/187, 13-15=-286/2263, 12-13=-285/2267 WEBS 4-20=-77/346, 4-18=-193/846, 5-18=-432/162, 15-17=-155/1705, 8-17=-265/1316, 8-15=-361/130, 9-15=-896/237, 9-12=-2124/251, 10-12=-302/1995 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 11. 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 LU26 (6-16d Girder, 4-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 39-2-4 from the left end 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 Continued on page 2 December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G12 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF86 Job Reference (optional) I39639741 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:29 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-dUe0H0Y8PLKW9fDQohASDOu3oQXygkfK1osfm1y85wS LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-60, 4-8=-60, 8-9=-60, 9-10=-60, 1-17=-20, 11-16=-20 Concentrated Loads (lb) Vert: 12=-593(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G13 Truss Type Half Hip Girder Qty 1 Ply 1 WF86 Job Reference (optional) I39639742 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:30 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-5hCPVMZnAfSNnpncMPhhmbQPaq_aPIzUGScCIUy85wR Scale = 1:16.7 1 2 3 4 6 5 7 2x4 4x4 3x6 2x4 4x8 TJC37 LU24 2-5-15 2-5-15 5-0-0 2-6-1 -1-0-0 1-0-0 2-5-15 2-5-15 5-0-0 2-6-1 0-8-32-9-210.00 12 Plate Offsets (X,Y)-- [2:0-0-15,0-1-2], [2:0-1-14,0-5-1], [2:0-3-3,0-0-8], [3:0-6-4,0-2-0] 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 0.09 0.05 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 6 6 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 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 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)5=246/Mechanical, 2=307/0-3-8 Max Horz 2=87(LC 22) Max Uplift 5=-145(LC 4), 2=-96(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) 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=145. 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. 9) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 2-7-3 from the left end to connect truss(es) to front face of bottom chord, skewed 50.2 deg.to the left, 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 front face of bottom chord. 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 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6=-78(F) 7=-30(F) December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G14 Truss Type Common Girder Qty 1 Ply 1 WF86 Job Reference (optional) I39639743 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:31 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-atmniiZPxyaEPzMow6CwJpzYZEJ?8l4dV6Llrwy85wQ Scale = 1:30.4 1 2 3 4 5 67 8 4x4 3x4 3x4 2x4 Special LU24 Special 3-9-0 3-9-0 7-6-0 3-9-0 -1-0-0 1-0-0 3-9-0 3-9-0 7-6-0 3-9-0 8-6-0 1-0-0 0-6-134-3-130-6-1312.00 12 Plate Offsets (X,Y)-- [2:0-2-3,0-1-8], [4:0-2-3,0-1-8] 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 0.21 0.11 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 6 2-6 4 l/defl >999 >999 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 2x6 SPF No.2 WEBS 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.(lb/size)2=444/0-3-8, 4=425/0-3-8 Max Horz 2=92(LC 25) Max Uplift 2=-130(LC 7), 4=-123(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-348/107, 3-4=-348/107 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) * 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) 2 and 4. This connection is for uplift only and does not consider lateral forces. 6) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 3-9-0 from the left end to connect truss(es) to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 32 lb up at 1-6-0, 47 lb down and 37 lb up at 1-9-0, and 47 lb down and 37 lb up at 5-9-0, and 41 lb down and 23 lb up at 6-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 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, 3-5=-60, 2-4=-20 Concentrated Loads (lb) Vert: 6=-38(F) 7=-71(F) 8=-46(F) December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G15 Truss Type Common Girder Qty 1 Ply 2 WF86 Job Reference (optional) I39639744 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:32 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-23K9w2a1iGi507x?Uqj9r0WhhdehtBJmjm5JNMy85wP Scale = 1:70.3 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 4x4 3x4 4x6 3x10 3x4 2x4 3x4 2x4 3x10 3x10 5-6-2 5-6-2 11-0-0 5-5-14 16-5-13 5-5-14 22-0-0 5-6-2 5-6-2 5-6-2 11-0-0 5-5-14 16-5-13 5-5-14 22-0-0 5-6-2 23-0-0 1-0-0 0-10-311-10-20-10-312.00 12 Plate Offsets (X,Y)-- [1:0-5-5,0-0-1], [1:0-0-5,0-3-15], [1:0-0-2,0-0-2], [2:0-1-4,0-1-8], [5:0-1-4,0-1-8], [6:0-0-2,0-0-2], [6:0-0-5,0-3-15], [6:0-5-5,0-0-1] 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 0.37 0.14 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.01 (loc) 9 9-11 6 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 WEDGE Left: 2x6 SPF No.2 , Right: 2x6 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.(lb/size)1=1109/0-3-8, 6=988/0-3-8 Max Horz 1=-228(LC 9) Max Uplift 1=-104(LC 12), 6=-118(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1319/160, 2-3=-846/217, 3-5=-790/215, 5-6=-1106/162 BOT CHORD 1-11=-130/797, 9-11=-130/797, 8-9=-40/669, 6-8=-40/669 WEBS 3-9=-193/644, 5-9=-358/215, 2-9=-454/217 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 and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 23-0-0 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) * 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 6. 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: 1-13=-100, 3-13=-60, 3-7=-60, 1-6=-20 Continued on page 2 December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G15 Truss Type Common Girder Qty 1 Ply 2 WF86 Job Reference (optional) I39639744 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:32 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-23K9w2a1iGi507x?Uqj9r0WhhdehtBJmjm5JNMy85wP LOAD CASE(S) Standard 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-13=-80, 3-13=-50, 3-7=-50, 1-6=-20 18) 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: 1-13=-88, 3-13=-58, 3-6=-44, 6-7=-40, 1-6=-20 Horz: 1-3=8, 3-6=6, 6-7=10 19) 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: 1-13=-74, 3-13=-44, 3-6=-58, 6-7=-55, 1-6=-20 Horz: 1-3=-6, 3-6=-8, 6-7=-5 20) 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: 1-13=-64, 3-13=-34, 3-6=-44, 6-7=-40, 1-6=-20 Horz: 1-3=-16, 3-6=6, 6-7=10 21) 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: 1-13=-74, 3-13=-44, 3-6=-34, 6-7=-31, 1-6=-20 Horz: 1-3=-6, 3-6=16, 6-7=19 22) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-13=-100, 3-13=-60, 3-7=-20, 1-6=-20 23) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-13=-60, 3-13=-20, 3-7=-60, 1-6=-20 24) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-13=-80, 3-13=-50, 3-7=-20, 1-6=-20 25) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-13=-50, 3-13=-20, 3-7=-50, 1-6=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G16 Truss Type GABLE Qty 1 Ply 1 WF86 Job Reference (optional) I39639745 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Dec 18 10:40:16 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-b8FGjzoNeZJS5BQbRo6JcJhZQ9751kYRtsa81Yy7lmD Scale = 1:74.3 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 152728293031323334 3x4 4x4 4x6 6x12 MT20HS3x10 8x8 2x4 2x4 3x4 3x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x4 Special LU24 LU24 LU24 LU24 LU24 LU24 LU24 4-2-6 4-2-6 21-2-11 17-0-5 -1-0-0 1-0-0 11-0-13 11-0-13 21-2-11 10-1-13 0-6-1311-7-101-5-1312.00 12 Plate Offsets (X,Y)-- [4:0-1-4,0-1-8], [7:0-1-4,0-1-8], [9:0-2-0,0-1-12], [15:Edge,0-1-12], [21:0-0-0,0-2-12], [22:0-1-8,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 0.55 0.73 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.23 -0.30 0.02 (loc) 17-18 17-18 15 l/defl >999 >839 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 156 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 *Except* 14-15: 2x6 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-20, 10-19 REACTIONS.(lb/size)15=1049/0-3-8, 2=1222/0-3-8 Max Horz 2=225(LC 4) Max Uplift 15=-275(LC 7), 2=-369(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1463/451, 3-4=-1318/437, 4-5=-1151/391, 5-6=-1084/402, 6-7=-1008/412, 7-8=-929/417, 8-9=-821/436, 9-10=-838/415, 10-11=-855/379, 11-12=-875/335, 12-13=-901/294, 13-14=-945/256, 14-15=-737/196 BOT CHORD 2-26=-399/980, 26-27=-399/980, 25-27=-399/980, 25-28=-399/980, 24-28=-399/980, 24-29=-280/825, 23-29=-280/825, 23-30=-280/825, 22-30=-280/825, 21-22=-149/611, 21-31=-149/611, 20-31=-149/611, 20-32=-149/611, 19-32=-149/611, 19-33=-149/611, 18-33=-149/611, 18-34=-149/611, 17-34=-149/611, 16-17=-149/611, 15-16=-149/611 WEBS 9-20=-527/921, 7-23=-399/692, 4-24=-293/223, 7-22=-802/489 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are MT20 plates unless otherwise indicated. 5) Gable studs spaced at 2-0-0 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. 7) All bearings are assumed to be User Defined crushing capacity of 425 psi. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 15 and 2. This connection is for uplift only and does not consider lateral forces. 9) 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 4-0-12 from the left end to 16-0-12 to connect truss(es) to front 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) 128 lb down and 105 lb up at 2-0-11 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 Continued on page 2 December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G16 Truss Type GABLE Qty 1 Ply 1 WF86 Job Reference (optional) I39639745 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Dec 18 10:40:16 2019 Page 2 Timberland Lumber Company, Brazil, IN 47834 ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-b8FGjzoNeZJS5BQbRo6JcJhZQ9751kYRtsa81Yy7lmD LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-9=-60, 9-14=-60, 2-15=-20 Concentrated Loads (lb) Vert: 27=-109(F) 28=-58(F) 29=-58(F) 30=-58(F) 31=-58(F) 32=-58(F) 33=-58(F) 34=-75(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G17 Truss Type Common Girder Qty 1 Ply 2 WF86 Job Reference (optional) I39639746 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:34 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-_SSvLkcHEtypGQ5NbFldwRb1TR9JLvb3B4aQRFy85wN Scale = 1:77.9 1 2 3 4 5 6 7 14 13 12 11 10 9 81516175x6 4x4 3x4 5x6 4x4 3x6 8x8 4x6 8x8 4x4 5x6 5x6 4x6 2x4 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 3-10-11 3-10-11 7-5-12 3-7-1 11-8-0 4-2-4 13-8-6 2-0-6 16-3-7 2-7-0 16-3-15 0-0-8 21-2-11 4-10-12 3-10-11 3-10-11 7-5-12 3-7-1 11-0-13 3-7-1 13-8-6 2-7-9 16-3-15 2-7-9 21-2-11 4-10-12 0-6-1311-7-101-5-1312.00 12 Plate Offsets (X,Y)-- [1:0-1-11,Edge], [2:0-1-0,0-2-0], [3:0-1-4,0-2-0], [4:0-1-8,0-2-0], [5:0-1-4,0-2-0], [6:0-2-12,0-2-4], [7:0-1-4,0-1-8], [10:0-3-0,0-2-0], [11:0-4-0,0-4-8], [13:0-3-8,0-4-12], [14:0-4-8,0-1-8] 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 0.36 0.83 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.03 (loc) 11-13 11-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 305 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. REACTIONS.(lb/size)1=4657/0-3-8 (req. 0-3-10), 9=6567/0-3-8 (req. 0-5-2), 8=239/0-3-8 Max Horz 1=214(LC 23) Max Uplift 1=-879(LC 7), 9=-1396(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6269/1210, 2-3=-4793/985, 3-4=-2625/616, 4-5=-2835/679, 5-6=-2432/546, 6-7=-316/73, 7-8=-326/24 BOT CHORD 1-14=-913/4216, 13-14=-913/4216, 11-13=-693/3335, 10-11=-328/1643 WEBS 2-14=-378/1961, 2-13=-1326/370, 3-13=-868/4092, 3-11=-3164/779, 4-11=-838/3559, 5-11=-347/1623, 5-10=-1927/396, 6-10=-733/3647, 6-9=-5136/1098 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: 2x6 - 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. 6) WARNING: Required bearing size at joint(s) 1, 9 greater than input bearing size. 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) 1. This connection is for uplift only and does not consider lateral forces. 9) Two RT16-2 USP 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. 10) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 3-7-7 from the left end to 15-7-7 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) Double installations of RT16-2 require installation on both interior and exterior sides. LOAD CASE(S) Standard Continued on page 2 December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G17 Truss Type Common Girder Qty 1 Ply 2 WF86 Job Reference (optional) I39639746 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:34 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-_SSvLkcHEtypGQ5NbFldwRb1TR9JLvb3B4aQRFy85wN 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, 1-8=-20 Concentrated Loads (lb) Vert: 14=-1344(B) 13=-1411(B) 11=-1417(B) 10=-1417(B) 15=-1367(B) 16=-1417(B) 17=-1417(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G18 Truss Type Piggyback Base Girder Qty 1 Ply 3 WF86 Job Reference (optional) I39639747 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:36 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-wrZglQdXmVCWVkFmjfo50sgNtFqppukMeO3WW7y85wL Scale = 1:73.4 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 101819202122 3x4 3x4 6x8 8x8 4x4 3x10 10x12 4x6 4x6 4x8 4x6 4x8 2x4 8x8 3x4 HUS26 HUS26 HUS26 LU26 LU26 LU26 LU26 LU26 LU26 HUS26LU26 LU26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 3-8-14 3-8-14 6-11-6 3-2-8 10-1-13 3-2-8 11-3-5 1-1-7 11-7-2 0-3-13 13-2-1 1-6-15 16-2-4 3-0-3 19-5-10 3-3-5 19-6-0 0-0-6 -1-0-0 1-0-0 3-8-14 3-8-14 6-11-6 3-2-8 10-1-13 3-2-8 13-2-1 3-0-3 16-2-4 3-0-3 19-6-0 3-3-11 0-10-311-0-012.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-0], [2:0-2-1,0-4-6], [2:Edge,0-2-1], [3:0-0-8,0-1-8], [5:0-1-0,0-2-0], [6:0-6-4,0-1-12], [10:0-2-4,0-1-8], [11:0-4-0,0-6-0], [12:0-4-0,0-1-2], [12:0-0-0,0-3-10], [13:0-1-12,0-0-0], [16:0-3-8,0-5-8], [17:0-5-12,0-1-8] 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 0.36 0.83 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 16-17 16-17 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 628 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF No.2 WEDGE Left: 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.): 6-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-10 REACTIONS.(lb/size)10=3637/0-2-12, 2=4896/0-3-8, 14=13142/0-2-12 (req. 0-6-14) Max Horz 2=336(LC 7) Max Uplift 10=-774(LC 4), 2=-880(LC 7), 14=-2752(LC 7) Max Grav 10=3664(LC 19), 2=4896(LC 1), 14=13142(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5375/931, 3-5=-2261/379, 5-6=-159/732, 6-7=-126/665, 7-8=-417/96, 8-9=-417/96, 9-10=-1469/351 BOT CHORD 2-17=-851/3517, 16-17=-851/3517, 15-16=-391/1551, 14-15=-446/91 WEBS 3-17=-909/4614, 3-16=-3093/724, 5-16=-1329/6502, 5-15=-5089/1143, 6-15=-322/1411, 6-14=-2069/477, 7-14=-2564/565, 7-11=-443/2253, 9-11=-330/1438 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: 2x8 - 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) 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) WARNING: Required bearing size at joint(s) 14 greater than input bearing size. 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 at joint(s) 10. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=2752. 11) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10 and 2. This connection is for uplift only and does not consider lateral forces. 12) 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 December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G18 Truss Type Piggyback Base Girder Qty 1 Ply 3 WF86 Job Reference (optional) I39639747 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:36 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-wrZglQdXmVCWVkFmjfo50sgNtFqppukMeO3WW7y85wL NOTES- 13) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 15-8-11 oc max. starting at 2-0-12 from the left end to 19-4-4 to connect truss(es) to front face of bottom chord. 14) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss) or equivalent at 5-3-4 from the left end to connect truss(es) to front face of bottom chord. 15) Use Simpson Strong-Tie LU26 (6-16d Girder, 4-10dx1 1/2 Truss) or equivalent spaced at 2-0-0 oc max. starting at 7-0-14 from the left end to 17-0-12 to connect truss(es) to front face of bottom chord. 16) Use Simpson Strong-Tie LU26 (6-10d Girder, 4-10dx1 1/2 Truss) or equivalent at 2-0-12 from the left end to connect truss(es) to back face of bottom chord. 17) Use Simpson Strong-Tie LU26 (6-16d Girder, 4-10dx1 1/2 Truss) or equivalent at 3-7-9 from the left end to connect truss(es) to back face of bottom chord. 18) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-3-8 oc max. starting at 5-3-4 from the left end to 19-4-4 to connect truss(es) to back face of bottom chord. 19) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-9=-60, 2-10=-20 Concentrated Loads (lb) Vert: 10=-1849(F=-811, B=-1038) 17=-1939(F=-1049, B=-890) 16=-1832(F=-804, B=-1028) 14=-1999(F=-804, B=-1194) 13=-2079(F=-804, B=-1274) 18=-1804(F=-1117, B=-687) 19=-2734(F=-1783, B=-951) 20=-1913(F=-804, B=-1108) 21=-2001(F=-804, B=-1197) 22=-1921(F=-804, B=-1117) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G19 Truss Type Roof Special Girder Qty 1 Ply 1 WF86 Job Reference (optional) I39639748 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:37 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-O172zmeAXoKN7uqyGNJKY4DSCe9zYGZWt2o42ay85wK Scale = 1:59.5 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 5x10 7x12 MT20HS 8x8 6x10 6x8 3x4 4x6 6x8 5x6 3x6 8x8 3x4 4x6 3x4 10x12 4x6 4x4 8x8 3x4 Special Special Special HUS28 0-11-12 0-11-12 2-11-9 1-11-13 4-11-6 1-11-13 5-11-6 1-0-0 11-10-1 5-10-11 17-5-5 5-7-4 20-9-11 3-4-5 26-10-12 6-1-1 0-11-12 0-11-12 2-11-9 1-11-13 4-11-6 1-11-13 6-2-13 1-3-7 11-10-1 5-7-4 17-5-5 5-7-4 19-1-8 1-8-3 20-9-11 1-8-3 26-10-12 6-1-1 0-8-35-10-87-6-115-10-810.00 12 12.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-11], [2:0-3-0,0-3-0], [3:0-1-8,0-1-8], [4:0-1-8,0-1-8], [5:0-2-12,Edge], [7:0-4-0,Edge], [8:0-2-8,0-3-0], [9:0-5-4,0-3-0], [13:0-2-0,0-2-0], [16:0-6-0 ,0-6-4], [18:0-3-8,0-5-8] 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 0.71 0.90 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.34 0.09 (loc) 13-15 13-15 11 l/defl >999 >943 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 196 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 1-14: 2x8 SP No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-5 max.): 5-7, 9-10. BOT CHORD Rigid ceiling directly applied or 9-11-3 oc bracing. WEBS 1 Row at midpt 6-13, 7-13, 9-11 REACTIONS.(lb/size)1=4504/0-3-8 (req. 0-7-1), 11=1803/Mechanical Max Horz 1=185(LC 7) Max Uplift 1=-617(LC 7), 11=-240(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5014/672, 2-3=-5524/770, 3-4=-5351/761, 4-5=-5105/763, 5-6=-3405/527, 6-7=-2427/353, 7-8=-3484/547, 8-9=-2451/373 BOT CHORD 1-19=-610/3280, 18-19=-610/3280, 17-18=-720/4238, 16-17=-655/4048, 15-16=-602/3749, 13-15=-550/3404, 12-13=-243/1607, 11-12=-250/1726 WEBS 2-19=-402/80, 2-18=-131/1124, 3-18=-84/271, 3-17=-360/108, 4-17=-98/435, 5-16=-454/3317, 5-15=-725/518, 6-15=-226/706, 6-13=-1436/244, 7-13=-2539/440, 8-13=-587/3574, 8-12=-111/516, 9-12=-337/138, 9-11=-2319/337 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. 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) 11=240. 10) Two 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Use Simpson Strong-Tie HUS28 (22-16d Girder, 4-16d Truss, Single Ply Girder) or equivalent at 5-11-4 from the left end to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber.Continued on page 2 December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G19 Truss Type Roof Special Girder Qty 1 Ply 1 WF86 Job Reference (optional) I39639748 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:37 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-O172zmeAXoKN7uqyGNJKY4DSCe9zYGZWt2o42ay85wK NOTES- 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 505 lb down and 80 lb up at 0-11-2, and 502 lb down and 82 lb up at 2-11-2, and 502 lb down and 82 lb up at 4-11-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 15) 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: 1-5=-60, 5-7=-60, 7-8=-60, 8-9=-60, 9-10=-60, 1-11=-20 Concentrated Loads (lb) Vert: 19=-477(F) 18=-475(F) 17=-475(F) 16=-2751(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G20 Truss Type Roof Special Girder Qty 1 Ply 1 WF86 Job Reference (optional) I39639749 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:40 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-pcpBbng2pjiy_LYXyVs1Air0wsE8li_yZ01kfuy85wH Scale = 1:50.3 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 132425262728 4x8 5x6 4x4 4x8 5x6 4x8 2x4 4x4 3x10 5x6 2x4 5x8 2x4 3x10 2x4 3x4 4x6 4x8 4x8 3x4 3x4 2x4 TJC37 LU24 LU24 LU24 LU24 LU24 2-4-10 2-4-10 6-4-10 4-0-0 10-2-14 3-10-4 14-2-14 4-0-0 15-11-2 1-8-4 18-2-9 2-3-7 20-0-7 1-9-15 22-3-14 2-3-7 24-0-2 1-8-4 26-10-12 2-10-10 -1-0-0 1-0-0 2-4-10 2-4-10 6-4-10 4-0-0 10-2-14 3-10-4 14-2-14 4-0-0 15-11-2 1-8-4 18-2-9 2-3-7 20-0-7 1-9-15 22-3-14 2-3-7 24-0-2 1-8-4 26-10-12 2-10-10 0-8-32-8-14-4-55-10-32-8-15-10-310.00 12 12.00 12 7.82 12 Plate Offsets (X,Y)-- [2:0-5-8,Edge], [2:0-1-14,0-5-1], [2:0-0-15,0-1-2], [3:0-6-0,0-1-12], [6:0-3-0,0-2-4], [7:0-5-0,0-2-0], [9:0-5-12,0-2-0], [10:0-4-12,0-2-8], [11:0-5-4,0-1-12], [13:0-1-12,0-2-0], [18:0-2-12,0-1-8] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.55 0.74 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.41 0.07 (loc) 19-21 19-21 13 l/defl >999 >776 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-1 max.): 3-6, 8-9, 11-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-0-8 oc bracing: 21-22 7-0-10 oc bracing: 19-21 7-6-1 oc bracing: 18-19. REACTIONS.(lb/size)13=1137/Mechanical, 2=1283/0-3-8 Max Horz 2=126(LC 7) Max Uplift 13=-264(LC 7), 2=-466(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1638/614, 3-4=-2450/871, 4-5=-2449/871, 5-6=-3287/935, 6-7=-2477/659, 7-8=-1457/389, 8-9=-1201/347, 9-10=-1283/337, 10-11=-1481/337 BOT CHORD 2-23=-502/1121, 22-23=-511/1133, 21-22=-1100/3214, 19-21=-1100/3214, 18-19=-971/3286, 17-18=-504/1812, 16-17=-233/1038, 15-16=-224/1044, 14-15=-249/1175, 13-14=-248/1173 WEBS 3-22=-462/1515, 5-22=-890/218, 5-19=-136/265, 6-18=-2450/776, 7-18=-551/1835, 7-17=-1196/410, 8-17=-177/655, 9-17=-202/584, 11-13=-1491/316 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) 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=264. 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. 10) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 2-7-3 from the left end to connect truss(es) to back face of bottom chord, skewed 50.2 deg.to the right, 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 14-6-4 oc max. starting at 4-0-12 from the left end to 26-4-0 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).Continued on page 2 December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G20 Truss Type Roof Special Girder Qty 1 Ply 1 WF86 Job Reference (optional) I39639749 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:40 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-pcpBbng2pjiy_LYXyVs1Air0wsE8li_yZ01kfuy85wH LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-7=-60, 7-8=-60, 8-9=-60, 9-10=-60, 10-11=-60, 11-12=-60, 2-13=-20 Concentrated Loads (lb) Vert: 23=-78(B) 24=-28(B) 25=-28(B) 26=-28(B) 27=-28(B) 28=-33(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G21 Truss Type Roof Special Girder Qty 1 Ply 1 WF86 Job Reference (optional) I39639750 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-HoNZp7hga1qpbV7jVDNGjvOGsGiDUBx5ogmHBLy85wG Scale = 1:37.8 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 2x4 4x4 4x4 5x6 4x4 4x8 5x6 4x8 2x4 4x4 3x10 8x8 3x4 3x4 LU24 LU24 3-3-10 3-3-10 7-3-5 3-11-11 9-1-3 1-9-15 13-0-14 3-11-11 17-2-2 4-1-4 17-2-8 0-0-6 3-3-10 3-3-10 4-11-14 1-8-4 7-3-5 2-3-7 9-1-3 1-9-15 11-4-10 2-3-7 13-0-14 1-8-4 17-2-8 4-1-10 2-8-14-4-55-10-32-8-15-10-312.00 12 7.82 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-4], [5:0-5-12,0-2-0], [6:0-3-0,0-2-4], [7:0-5-4,0-2-0], [10:0-1-12,0-1-8], [12:0-1-12,0-4-8] 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 0.22 0.24 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.01 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 107 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 5-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2, 4-5, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=707/Mechanical, 9=703/0-4-3 Max Horz 14=62(LC 4) Max Uplift 14=-148(LC 7), 9=-149(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-623/107, 1-2=-714/102, 2-3=-1105/198, 3-4=-673/127, 4-5=-534/121, 5-6=-678/127, 6-7=-1371/261 BOT CHORD 12-13=-110/592, 11-12=-58/538, 10-11=-83/647, 9-10=-147/912 WEBS 1-13=-119/865, 2-13=-894/187, 3-13=-107/423, 6-10=-175/718, 7-10=-604/164, 7-9=-1008/156 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) 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) 14=148. 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) 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 LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 14-5-0 oc max. starting at 1-0-0 from the left end to 15-5-0 to connect truss(es) to back face of bottom chord. 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 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 6-7=-60, 7-8=-60, 9-14=-20 Continued on page 2 December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G21 Truss Type Roof Special Girder Qty 1 Ply 1 WF86 Job Reference (optional) I39639750 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:41 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-HoNZp7hga1qpbV7jVDNGjvOGsGiDUBx5ogmHBLy85wG LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=-29(B) 16=-28(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G22 Truss Type Roof Special Girder Qty 1 Ply 2 WF86 Job Reference (optional) I39639751 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Dec 18 10:40:45 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-FjVEou8apUzL4e7AeN86HQNV0r4YKrCiYt6AYMy7llm Scale = 1:41.6 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 7x10 M18SHS 4x6 5x9 2x4 4x6 10x10 3x8 4x4 Special Special Special Special Special Special 5-3-4 5-3-4 7-4-6 2-1-2 12-2-0 4-9-10 2-4-8 2-4-8 5-3-4 2-10-12 7-4-6 2-1-2 12-2-0 4-9-10 1-0-144-3-06-4-24-3-012.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-12], [1:Edge,0-3-0], [3:0-2-8,0-2-0], [4:0-5-12,0-2-4], [6:0-2-12,0-2-4], [7:0-5-12,0-1-8], [8:0-5-0,0-5-12] 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 0.62 0.49 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.02 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 M18SHS Weight: 176 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2250F 1.8E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins, except end verticals, and 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)6=6008/Mechanical, 9=5129/(0-3-8 + Two SBP4 USP) (req. 0-4-0) Max Horz 9=120(LC 7) Max Uplift 6=-668(LC 8), 9=-542(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1529/188, 2-3=-4430/525, 3-4=-4379/534, 1-9=-1151/148 BOT CHORD 9-10=-406/2824, 10-11=-406/2824, 8-11=-406/2824, 8-12=-524/4665, 7-12=-524/4665, 7-13=-537/4797, 13-14=-537/4797, 14-15=-537/4797, 6-15=-537/4797 WEBS 3-8=-680/5941, 4-8=-3186/378, 4-7=-327/3429, 4-6=-6071/680, 2-8=-121/471, 2-9=-3022/331 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: 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 ; 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 668 lb uplift at joint 6. 11) Two SBP4 USP 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. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2019 lb down and 217 lb up at 1-11-8, 1532 lb down and 197 lb up at 4-0-4, 1580 lb down and 184 lb up at 6-0-4, 1532 lb down and 184 lb up at 8-0-4, and 2038 lb down and 208 lb up at 9-1-8, and 1533 lb down and 182 lb up at 11-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G22 Truss Type Roof Special Girder Qty 1 Ply 2 WF86 Job Reference (optional) I39639751 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Dec 18 10:40:45 2019 Page 2 Timberland Lumber Company, Brazil, IN 47834 ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-FjVEou8apUzL4e7AeN86HQNV0r4YKrCiYt6AYMy7llm 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, 4-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 10=-2019(F) 11=-1532(F) 12=-1532(F) 13=-1532(F) 14=-2038(F) 15=-1533(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G23 Truss Type Piggyback Base Girder Qty 1 Ply 2 WF86 Job Reference (optional) I39639752 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:44 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-hN2hR9kZtyDOSzsIBLxzKY0dBTXQhXCYUe?xogy85wD Scale = 1:71.2 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 3x6 5x8 3x6 5x8 5x8 2x4 4x4 5x8 2x4 4x6 3x6 3x4 2x4 5x8 3x4 4x8 6x8 2x4 3x10 3x4 3x4 3x4 4-2-6 4-2-6 8-3-15 4-1-9 12-5-8 4-1-9 16-5-8 4-0-0 22-11-3 6-5-11 29-4-15 6-5-11 36-11-4 7-6-5 39-1-8 2-2-4 -1-0-0 1-0-0 4-2-6 4-2-6 8-3-15 4-1-9 12-5-8 4-1-9 16-5-8 4-0-0 22-11-3 6-5-11 29-4-15 6-5-11 33-2-1 3-9-3 36-11-4 3-9-3 39-1-8 2-2-4 0-7-74-8-1211-0-02-8-122-0-011-0-010.00 12 Plate Offsets (X,Y)-- [2:0-0-5,0-0-6], [2:0-0-10,0-5-3], [2:0-3-8,Edge], [3:0-1-8,0-1-8], [5:0-1-8,0-1-8], [6:0-6-4,0-2-0], [10:0-6-4,0-2-0], [11:0-1-12,0-1-8], [12:0-5-4,0-2-8], [14:0-1-12,0-2-0], [19:0-6-0,0-4-4], [21:0-1-12,0-2-0], [22:0-2-12,0-3-0] 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-S 0.79 0.98 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.26 0.13 (loc) 18-19 18-19 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 461 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-10, 12-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21. REACTIONS.(lb/size)14=2039/Mechanical, 2=3738/0-3-8 Max Horz 2=230(LC 7) Max Uplift 14=-197(LC 8), 2=-366(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5231/480, 3-5=-4609/431, 5-6=-3633/422, 6-7=-3037/396, 7-8=-2610/325, 8-10=-2611/325, 10-11=-2476/285, 11-12=-2200/255 BOT CHORD 2-23=-503/3805, 22-23=-503/3805, 21-22=-403/3252, 7-19=-68/492, 18-19=-412/3049, 16-18=-190/1844, 15-16=-150/1896, 14-15=-146/1686 WEBS 3-22=-770/162, 5-22=-81/596, 5-21=-1628/271, 6-21=-65/262, 19-21=-367/2804, 6-19=-211/1482, 7-18=-774/129, 8-18=-429/160, 10-18=-250/1343, 10-16=-77/375, 11-15=-434/94, 12-15=-30/491, 12-14=-2585/221 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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) 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) 14=197. 10) 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. 11) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss.Continued on page 2 December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G23 Truss Type Piggyback Base Girder Qty 1 Ply 2 WF86 Job Reference (optional) I39639752 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:44 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-hN2hR9kZtyDOSzsIBLxzKY0dBTXQhXCYUe?xogy85wD NOTES- 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 500 lb down and 99 lb up at 4-1-12 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: 1-3=-60, 6-10=-60, 10-12=-60, 12-13=-60, 2-20=-20, 14-19=-20 Concentrated Loads (lb) Vert: 3=-500 Trapezoidal Loads (plf) Vert: 3=-344-to-6=-285 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-50, 6-10=-50, 10-12=-50, 12-13=-50, 2-20=-20, 19-24=-50, 24-25=-20, 16-25=-50, 16-26=-20, 26-27=-50, 14-27=-20 Concentrated Loads (lb) Vert: 3=-438 Trapezoidal Loads (plf) Vert: 3=-305-to-6=-247 3) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-3=-11, 6-10=22, 10-12=9, 12-13=9, 2-20=-6, 14-19=-6 Horz: 1-2=-8, 2-6=2, 10-12=17 Drag: 6-7=-0, 9-10=0, 12-13=-0 Concentrated Loads (lb) Vert: 3=99 Trapezoidal Loads (plf) Vert: 3=-25-to-6=34 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 6-10=22, 10-12=-11, 12-13=22, 2-20=-6, 14-19=-6 Horz: 1-2=-13, 2-6=-17, 10-12=-2 Drag: 6-7=-0, 9-10=0, 12-13=-0 Concentrated Loads (lb) Vert: 3=99 Trapezoidal Loads (plf) Vert: 3=-5-to-6=53 5) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-27, 2-3=-31, 6-10=2, 10-12=-12, 12-13=-12, 2-20=-20, 14-19=-20 Horz: 1-2=7, 2-6=11, 10-12=8 Drag: 6-7=-0, 9-10=0, 12-13=-0 Concentrated Loads (lb) Vert: 3=-318 Trapezoidal Loads (plf) Vert: 3=-233-to-6=-174 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-3=-12, 6-10=2, 10-12=-31, 12-13=2, 2-20=-20, 14-19=-20 Horz: 1-2=-13, 2-6=-8, 10-12=-11 Drag: 6-7=-0, 9-10=0, 12-13=-0 Concentrated Loads (lb) Vert: 3=-318 Trapezoidal Loads (plf) Vert: 3=-213-to-6=-155 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, 2-3=22, 6-10=9, 10-12=9, 12-13=9, 2-20=-6, 14-19=-6 Horz: 1-2=-26, 2-6=-30, 10-12=17 Drag: 6-7=-0, 9-10=0, 12-13=-0 Concentrated Loads (lb) Vert: 3=99 Trapezoidal Loads (plf) Vert: 3=8-to-6=66 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, 2-3=9, 6-10=9, 10-12=22, 12-13=22, 2-20=-6, 14-19=-6 Horz: 1-2=-13, 2-6=-17, 10-12=30 Drag: 6-7=-0, 9-10=0, 12-13=-0 Concentrated Loads (lb) Vert: 3=99 Trapezoidal Loads (plf) Vert: 3=-5-to-6=53 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G23 Truss Type Piggyback Base Girder Qty 1 Ply 2 WF86 Job Reference (optional) I39639752 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:44 2019 Page 3 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-hN2hR9kZtyDOSzsIBLxzKY0dBTXQhXCYUe?xogy85wD LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=17, 2-3=22, 6-10=9, 10-12=9, 12-13=9, 2-20=-6, 14-19=-6 Horz: 1-2=-26, 2-6=-30, 10-12=17 Drag: 6-7=-0, 9-10=0, 12-13=-0 Concentrated Loads (lb) Vert: 3=99 Trapezoidal Loads (plf) Vert: 3=8-to-6=66 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, 2-3=9, 6-10=9, 10-12=22, 12-13=22, 2-20=-6, 14-19=-6 Horz: 1-2=-13, 2-6=-17, 10-12=30 Drag: 6-7=-0, 9-10=0, 12-13=-0 Concentrated Loads (lb) Vert: 3=99 Trapezoidal Loads (plf) Vert: 3=-5-to-6=53 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, 2-3=2, 6-10=-12, 10-12=-12, 12-13=-12, 2-20=-20, 14-19=-20 Horz: 1-2=-26, 2-6=-22, 10-12=8 Drag: 6-7=-0, 9-10=0, 12-13=-0 Concentrated Loads (lb) Vert: 3=-277 Trapezoidal Loads (plf) Vert: 3=-182-to-6=-123 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-3=-12, 6-10=-12, 10-12=2, 12-13=2, 2-20=-20, 14-19=-20 Horz: 1-2=-13, 2-6=-8, 10-12=22 Drag: 6-7=-0, 9-10=0, 12-13=-0 Concentrated Loads (lb) Vert: 3=-277 Trapezoidal Loads (plf) Vert: 3=-195-to-6=-136 13) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 6-10=-20, 10-12=-20, 12-13=-20, 2-20=-20, 19-24=-60, 24-25=-20, 16-25=-60, 16-26=-20, 26-27=-60, 14-27=-20 Concentrated Loads (lb) Vert: 3=-250 Trapezoidal Loads (plf) Vert: 3=-191-to-6=-132 14) 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, 2-3=-58, 6-10=-34, 10-12=-44, 12-13=-44, 2-20=-20, 19-24=-50, 24-25=-20, 16-25=-50, 16-26=-20, 26-27=-50, 14-27=-20 Horz: 1-2=5, 2-6=8, 10-12=6 Drag: 6-7=-0, 9-10=0, 12-13=-0 Concentrated Loads (lb) Vert: 3=-489 Trapezoidal Loads (plf) Vert: 3=-337-to-6=-278 15) 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, 2-3=-44, 6-10=-34, 10-12=-58, 12-13=-34, 2-20=-20, 19-24=-50, 24-25=-20, 16-25=-50, 16-26=-20, 26-27=-50, 14-27=-20 Horz: 1-2=-10, 2-6=-6, 10-12=-8 Drag: 6-7=-0, 9-10=0, 12-13=-0 Concentrated Loads (lb) Vert: 3=-489 Trapezoidal Loads (plf) Vert: 3=-322-to-6=-263 16) 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, 2-3=-34, 6-10=-44, 10-12=-44, 12-13=-44, 2-20=-20, 19-24=-50, 24-25=-20, 16-25=-50, 16-26=-20, 26-27=-50, 14-27=-20 Horz: 1-2=-19, 2-6=-16, 10-12=6 Drag: 6-7=-0, 9-10=0, 12-13=-0 Concentrated Loads (lb) Vert: 3=-458 Trapezoidal Loads (plf) Vert: 3=-299-to-6=-240 Continued on page 4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G23 Truss Type Piggyback Base Girder Qty 1 Ply 2 WF86 Job Reference (optional) I39639752 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:44 2019 Page 4 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-hN2hR9kZtyDOSzsIBLxzKY0dBTXQhXCYUe?xogy85wD LOAD CASE(S) Standard 17) 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, 2-3=-44, 6-10=-44, 10-12=-34, 12-13=-34, 2-20=-20, 19-24=-50, 24-25=-20, 16-25=-50, 16-26=-20, 26-27=-50, 14-27=-20 Horz: 1-2=-10, 2-6=-6, 10-12=16 Drag: 6-7=-0, 9-10=0, 12-13=-0 Concentrated Loads (lb) Vert: 3=-458 Trapezoidal Loads (plf) Vert: 3=-308-to-6=-250 18) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 6-10=-60, 10-12=-20, 12-13=-20, 2-20=-20, 14-19=-20 Concentrated Loads (lb) Vert: 3=-500 Trapezoidal Loads (plf) Vert: 3=-344-to-6=-285 19) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-20, 6-10=-60, 10-12=-60, 12-13=-60, 2-20=-20, 14-19=-20 Concentrated Loads (lb) Vert: 3=-500 Trapezoidal Loads (plf) Vert: 3=-304-to-6=-245 20) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-50, 6-10=-50, 10-12=-20, 12-13=-20, 2-20=-20, 19-24=-50, 24-25=-20, 16-25=-50, 16-26=-20, 26-27=-50, 14-27=-20 Concentrated Loads (lb) Vert: 3=-438 Trapezoidal Loads (plf) Vert: 3=-305-to-6=-247 21) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-20, 6-10=-50, 10-12=-50, 12-13=-50, 2-20=-20, 19-24=-50, 24-25=-20, 16-25=-50, 16-26=-20, 26-27=-50, 14-27=-20 Concentrated Loads (lb) Vert: 3=-438 Trapezoidal Loads (plf) Vert: 3=-275-to-6=-217 22) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-3=-11, 6-10=22, 10-12=9, 12-13=9, 2-20=-6, 14-19=-6 Horz: 1-2=-8, 2-6=2, 10-12=17 Drag: 6-7=-0, 9-10=0, 12-13=-0 Concentrated Loads (lb) Vert: 3=99 Trapezoidal Loads (plf) Vert: 3=-25-to-6=34 23) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 6-10=22, 10-12=-11, 12-13=22, 2-20=-6, 14-19=-6 Horz: 1-2=-13, 2-6=-17, 10-12=-2 Drag: 6-7=-0, 9-10=0, 12-13=-0 Concentrated Loads (lb) Vert: 3=99 Trapezoidal Loads (plf) Vert: 3=-5-to-6=53 24) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-27, 2-3=-31, 6-10=2, 10-12=-12, 12-13=-12, 2-20=-20, 14-19=-20 Horz: 1-2=7, 2-6=11, 10-12=8 Drag: 6-7=-0, 9-10=0, 12-13=-0 Concentrated Loads (lb) Vert: 3=-318 Trapezoidal Loads (plf) Vert: 3=-233-to-6=-174 25) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-3=-12, 6-10=2, 10-12=-31, 12-13=2, 2-20=-20, 14-19=-20 Horz: 1-2=-13, 2-6=-8, 10-12=-11 Drag: 6-7=-0, 9-10=0, 12-13=-0 Concentrated Loads (lb) Vert: 3=-318 Trapezoidal Loads (plf) Vert: 3=-213-to-6=-155 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 5 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G23 Truss Type Piggyback Base Girder Qty 1 Ply 2 WF86 Job Reference (optional) I39639752 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:44 2019 Page 5 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-hN2hR9kZtyDOSzsIBLxzKY0dBTXQhXCYUe?xogy85wD LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=17, 2-3=22, 6-10=9, 10-12=9, 12-13=9, 2-20=-6, 14-19=-6 Horz: 1-2=-26, 2-6=-30, 10-12=17 Drag: 6-7=-0, 9-10=0, 12-13=-0 Concentrated Loads (lb) Vert: 3=99 Trapezoidal Loads (plf) Vert: 3=8-to-6=66 27) 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, 2-3=9, 6-10=9, 10-12=22, 12-13=22, 2-20=-6, 14-19=-6 Horz: 1-2=-13, 2-6=-17, 10-12=30 Drag: 6-7=-0, 9-10=0, 12-13=-0 Concentrated Loads (lb) Vert: 3=99 Trapezoidal Loads (plf) Vert: 3=-5-to-6=53 28) 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, 2-3=22, 6-10=9, 10-12=9, 12-13=9, 2-20=-6, 14-19=-6 Horz: 1-2=-26, 2-6=-30, 10-12=17 Drag: 6-7=-0, 9-10=0, 12-13=-0 Concentrated Loads (lb) Vert: 3=99 Trapezoidal Loads (plf) Vert: 3=8-to-6=66 29) 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, 2-3=9, 6-10=9, 10-12=22, 12-13=22, 2-20=-6, 14-19=-6 Horz: 1-2=-13, 2-6=-17, 10-12=30 Drag: 6-7=-0, 9-10=0, 12-13=-0 Concentrated Loads (lb) Vert: 3=99 Trapezoidal Loads (plf) Vert: 3=-5-to-6=53 30) 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, 2-3=2, 6-10=-12, 10-12=-12, 12-13=-12, 2-20=-20, 14-19=-20 Horz: 1-2=-26, 2-6=-22, 10-12=8 Drag: 6-7=-0, 9-10=0, 12-13=-0 Concentrated Loads (lb) Vert: 3=-277 Trapezoidal Loads (plf) Vert: 3=-182-to-6=-123 31) 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, 2-3=-12, 6-10=-12, 10-12=2, 12-13=2, 2-20=-20, 14-19=-20 Horz: 1-2=-13, 2-6=-8, 10-12=22 Drag: 6-7=-0, 9-10=0, 12-13=-0 Concentrated Loads (lb) Vert: 3=-277 Trapezoidal Loads (plf) Vert: 3=-195-to-6=-136 32) 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, 2-3=-58, 6-10=-34, 10-12=-44, 12-13=-44, 2-20=-20, 19-24=-50, 24-25=-20, 16-25=-50, 16-26=-20, 26-27=-50, 14-27=-20 Horz: 1-2=5, 2-6=8, 10-12=6 Drag: 6-7=-0, 9-10=0, 12-13=-0 Concentrated Loads (lb) Vert: 3=-489 Trapezoidal Loads (plf) Vert: 3=-337-to-6=-278 33) 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, 2-3=-44, 6-10=-34, 10-12=-58, 12-13=-34, 2-20=-20, 19-24=-50, 24-25=-20, 16-25=-50, 16-26=-20, 26-27=-50, 14-27=-20 Horz: 1-2=-10, 2-6=-6, 10-12=-8 Drag: 6-7=-0, 9-10=0, 12-13=-0 Concentrated Loads (lb) Vert: 3=-489 Trapezoidal Loads (plf) Vert: 3=-322-to-6=-263 Continued on page 6 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G23 Truss Type Piggyback Base Girder Qty 1 Ply 2 WF86 Job Reference (optional) I39639752 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:44 2019 Page 6 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-hN2hR9kZtyDOSzsIBLxzKY0dBTXQhXCYUe?xogy85wD LOAD CASE(S) Standard 34) 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, 2-3=-34, 6-10=-44, 10-12=-44, 12-13=-44, 2-20=-20, 19-24=-50, 24-25=-20, 16-25=-50, 16-26=-20, 26-27=-50, 14-27=-20 Horz: 1-2=-19, 2-6=-16, 10-12=6 Drag: 6-7=-0, 9-10=0, 12-13=-0 Concentrated Loads (lb) Vert: 3=-458 Trapezoidal Loads (plf) Vert: 3=-299-to-6=-240 35) 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, 2-3=-44, 6-10=-44, 10-12=-34, 12-13=-34, 2-20=-20, 19-24=-50, 24-25=-20, 16-25=-50, 16-26=-20, 26-27=-50, 14-27=-20 Horz: 1-2=-10, 2-6=-6, 10-12=16 Drag: 6-7=-0, 9-10=0, 12-13=-0 Concentrated Loads (lb) Vert: 3=-458 Trapezoidal Loads (plf) Vert: 3=-308-to-6=-250 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G24 Truss Type Jack-Closed Girder Qty 1 Ply 1 WF86 Job Reference (optional) I39639753 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:44 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-hN2hR9kZtyDOSzsIBLxzKY0oMTiUhbAYUe?xogy85wD Scale = 1:27.2 1 2 3 5 4 6 7 4x6 2x4 4x4 3x4 3x10 Special Special 2-6-0 2-6-0 5-0-0 2-6-0 2-6-0 2-6-0 5-0-0 2-6-0 0-8-34-10-310.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [4:0-2-0,0-2-4], [5:0-5-8,0-1-8] 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 0.07 0.27 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=807/0-3-8, 4=613/Mechanical Max Horz 1=128(LC 22) Max Uplift 1=-66(LC 7), 4=-154(LC 7) Max Grav 1=833(LC 2), 4=623(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-658/49 BOT CHORD 1-5=-111/456, 4-5=-111/456 WEBS 2-5=-79/739, 2-4=-634/154 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 100 lb uplift at joint(s) except (jt=lb) 4=154. 6) 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 563 lb down and 86 lb up at 1-0-12, and 563 lb down and 87 lb up at 3-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 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, 1-4=-20 Concentrated Loads (lb) Vert: 6=-522(B) 7=-522(B) December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G25 Truss Type Half Hip Girder Qty 1 Ply 1 WF86 Job Reference (optional) I39639754 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:46 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-dmASsrlpPZT6iG0hImzRQz56aHQA9UUqxyU2sYy85wB Scale = 1:25.6 1 2 3 4 5 9 8 7 6 10 11 12 13 14 4x8 2x4 2x4 3x4 2x4 3x10 3x4 3x6 LU24 LU24 LU24 LU24 LU24 3-0-1 3-0-1 7-3-0 4-3-0 11-6-0 4-3-0 -1-0-0 1-0-0 3-0-1 3-0-1 7-3-0 4-3-0 11-6-0 4-3-0 1-0-144-0-1412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [3:0-6-4,0-1-12], [5:0-1-12,0-1-8] 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 0.22 0.19 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 64 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* 2-9: 2x6 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. REACTIONS.(lb/size)6=749/Mechanical, 9=820/0-3-8 Max Horz 9=117(LC 7) Max Uplift 6=-326(LC 4), 9=-264(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-724/282, 3-4=-601/270, 4-5=-600/271, 5-6=-632/277, 2-9=-756/254 BOT CHORD 7-8=-220/472 WEBS 4-7=-282/112, 5-7=-356/789, 2-8=-184/438 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) 6=326. 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) 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 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 9-11-4 to connect truss(es) to front 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, 2-3=-60, 3-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 10=-134(F) 11=-118(F) 12=-118(F) 13=-118(F) 14=-118(F) December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G26 Truss Type Piggyback Base Girder Qty 1 Ply 2 WF86 Job Reference (optional) I39639755 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:47 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-6ykq3AmRAtbyKQbtsTUgyAd8SgZAup6_AcDcP?y85wA Scale = 1:76.6 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13232425 3x6 5x8 3x6 5x6 4x6 5x8 2x4 4x6 3x6 3x4 2x4 3x4 3x4 4x8 6x8 2x4 3x10 2x4 3x10 2x4 3x10 4-2-6 4-2-6 8-3-15 4-1-9 12-5-8 4-1-9 14-10-8 2-5-0 21-3-1 6-4-9 27-5-14 6-2-13 33-10-7 6-4-9 39-1-8 5-3-1 -1-0-0 1-0-0 4-2-6 4-2-6 8-3-15 4-1-9 12-5-8 4-1-9 14-10-8 2-5-0 21-3-1 6-4-9 27-5-14 6-2-13 33-10-7 6-4-9 39-1-8 5-3-1 0-7-711-0-04-7-72-0-011-0-010.00 12 Plate Offsets (X,Y)-- [2:0-0-5,0-0-6], [2:0-0-10,0-5-3], [2:0-3-8,Edge], [3:0-1-8,0-1-8], [5:0-1-8,0-1-8], [6:0-6-0,0-1-12], [11:0-4-4,0-2-0], [18:0-5-8,0-5-4], [20:0-1-12,0-1-8] 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 0.79 0.97 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.29 0.14 (loc) 17-18 17-18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 478 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20,18-19. REACTIONS.(lb/size)2=3730/0-3-8, 13=2058/Mechanical Max Horz 2=264(LC 7) Max Uplift 2=-369(LC 7), 13=-188(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5214/489, 3-5=-4612/415, 5-6=-3731/366, 6-7=-3032/377, 7-8=-2779/369, 8-10=-2779/369, 10-11=-1135/166, 11-12=-1558/179, 12-13=-2012/200 BOT CHORD 2-22=-549/3788, 21-22=-549/3788, 20-21=-392/3286, 7-18=-39/469, 17-18=-388/3045, 15-17=-298/2140, 14-15=-298/2140 WEBS 3-21=-695/235, 5-21=-131/545, 5-20=-1595/302, 6-20=-849/125, 18-20=-388/3324, 6-18=-356/2256, 7-17=-504/94, 8-17=-395/140, 10-17=-137/1113, 10-15=0/335, 10-14=-1751/279, 11-14=-73/684, 12-14=-182/1444 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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) 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) 13=188. 10) 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. 11) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) 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 December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G26 Truss Type Piggyback Base Girder Qty 1 Ply 2 WF86 Job Reference (optional) I39639755 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:47 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-6ykq3AmRAtbyKQbtsTUgyAd8SgZAup6_AcDcP?y85wA NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 500 lb down and 99 lb up at 4-1-12 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: 1-3=-60, 6-11=-60, 11-12=-60, 2-19=-20, 13-18=-20 Concentrated Loads (lb) Vert: 3=-500 Trapezoidal Loads (plf) Vert: 3=-286-to-6=-345 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-50, 6-11=-50, 11-12=-50, 2-19=-20, 18-23=-50, 23-24=-20, 24-25=-50, 13-25=-20 Concentrated Loads (lb) Vert: 3=-438 Trapezoidal Loads (plf) Vert: 3=-248-to-6=-307 3) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-3=-11, 6-11=22, 11-12=9, 2-19=-6, 13-18=-6 Horz: 1-2=-8, 2-6=2, 11-12=17 Drag: 10-11=0 Concentrated Loads (lb) Vert: 3=99 Trapezoidal Loads (plf) Vert: 3=33-to-6=-26 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 6-11=22, 11-12=-11, 2-19=-6, 13-18=-6 Horz: 1-2=-13, 2-6=-17, 11-12=-2 Drag: 10-11=0 Concentrated Loads (lb) Vert: 3=99 Trapezoidal Loads (plf) Vert: 3=52-to-6=-7 5) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-27, 2-3=-31, 6-11=2, 11-12=-12, 2-19=-20, 13-18=-20 Horz: 1-2=7, 2-6=11, 11-12=8 Drag: 10-11=0 Concentrated Loads (lb) Vert: 3=-318 Trapezoidal Loads (plf) Vert: 3=-175-to-6=-234 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-3=-12, 6-11=2, 11-12=-31, 2-19=-20, 13-18=-20 Horz: 1-2=-13, 2-6=-8, 11-12=-11 Drag: 10-11=0 Concentrated Loads (lb) Vert: 3=-318 Trapezoidal Loads (plf) Vert: 3=-156-to-6=-215 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, 2-3=22, 6-11=9, 11-12=9, 2-19=-6, 13-18=-6 Horz: 1-2=-26, 2-6=-30, 11-12=17 Drag: 10-11=0 Concentrated Loads (lb) Vert: 3=99 Trapezoidal Loads (plf) Vert: 3=65-to-6=6 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, 2-3=9, 6-11=9, 11-12=22, 2-19=-6, 13-18=-6 Horz: 1-2=-13, 2-6=-17, 11-12=30 Drag: 10-11=0 Concentrated Loads (lb) Vert: 3=99 Trapezoidal Loads (plf) Vert: 3=52-to-6=-7 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G26 Truss Type Piggyback Base Girder Qty 1 Ply 2 WF86 Job Reference (optional) I39639755 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:47 2019 Page 3 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-6ykq3AmRAtbyKQbtsTUgyAd8SgZAup6_AcDcP?y85wA LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=17, 2-3=22, 6-11=9, 11-12=9, 2-19=-6, 13-18=-6 Horz: 1-2=-26, 2-6=-30, 11-12=17 Drag: 10-11=0 Concentrated Loads (lb) Vert: 3=99 Trapezoidal Loads (plf) Vert: 3=65-to-6=6 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, 2-3=9, 6-11=9, 11-12=22, 2-19=-6, 13-18=-6 Horz: 1-2=-13, 2-6=-17, 11-12=30 Drag: 10-11=0 Concentrated Loads (lb) Vert: 3=99 Trapezoidal Loads (plf) Vert: 3=52-to-6=-7 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, 2-3=2, 6-11=-12, 11-12=-12, 2-19=-20, 13-18=-20 Horz: 1-2=-26, 2-6=-22, 11-12=8 Drag: 10-11=0 Concentrated Loads (lb) Vert: 3=-277 Trapezoidal Loads (plf) Vert: 3=-125-to-6=-183 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-3=-12, 6-11=-12, 11-12=2, 2-19=-20, 13-18=-20 Horz: 1-2=-13, 2-6=-8, 11-12=22 Drag: 10-11=0 Concentrated Loads (lb) Vert: 3=-277 Trapezoidal Loads (plf) Vert: 3=-138-to-6=-196 13) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 6-11=-20, 11-12=-20, 2-19=-20, 18-23=-60, 23-24=-20, 24-25=-60, 13-25=-20 Concentrated Loads (lb) Vert: 3=-250 Trapezoidal Loads (plf) Vert: 3=-134-to-6=-193 14) 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, 2-3=-58, 6-11=-34, 11-12=-44, 2-19=-20, 18-23=-50, 23-24=-20, 24-25=-50, 13-25=-20 Horz: 1-2=5, 2-6=8, 11-12=6 Drag: 10-11=0 Concentrated Loads (lb) Vert: 3=-489 Trapezoidal Loads (plf) Vert: 3=-279-to-6=-338 15) 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, 2-3=-44, 6-11=-34, 11-12=-58, 2-19=-20, 18-23=-50, 23-24=-20, 24-25=-50, 13-25=-20 Horz: 1-2=-10, 2-6=-6, 11-12=-8 Drag: 10-11=0 Concentrated Loads (lb) Vert: 3=-489 Trapezoidal Loads (plf) Vert: 3=-265-to-6=-323 16) 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, 2-3=-34, 6-11=-44, 11-12=-44, 2-19=-20, 18-23=-50, 23-24=-20, 24-25=-50, 13-25=-20 Horz: 1-2=-19, 2-6=-16, 11-12=6 Drag: 10-11=0 Concentrated Loads (lb) Vert: 3=-458 Trapezoidal Loads (plf) Vert: 3=-241-to-6=-300 17) 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 Continued on page 4 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G26 Truss Type Piggyback Base Girder Qty 1 Ply 2 WF86 Job Reference (optional) I39639755 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:47 2019 Page 4 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-6ykq3AmRAtbyKQbtsTUgyAd8SgZAup6_AcDcP?y85wA LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-40, 2-3=-44, 6-11=-44, 11-12=-34, 2-19=-20, 18-23=-50, 23-24=-20, 24-25=-50, 13-25=-20 Horz: 1-2=-10, 2-6=-6, 11-12=16 Drag: 10-11=0 Concentrated Loads (lb) Vert: 3=-458 Trapezoidal Loads (plf) Vert: 3=-251-to-6=-310 18) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 6-11=-60, 11-12=-20, 2-19=-20, 13-18=-20 Concentrated Loads (lb) Vert: 3=-500 Trapezoidal Loads (plf) Vert: 3=-286-to-6=-345 19) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-20, 6-11=-60, 11-12=-60, 2-19=-20, 13-18=-20 Concentrated Loads (lb) Vert: 3=-500 Trapezoidal Loads (plf) Vert: 3=-246-to-6=-305 20) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-50, 6-11=-50, 11-12=-20, 2-19=-20, 18-23=-50, 23-24=-20, 24-25=-50, 13-25=-20 Concentrated Loads (lb) Vert: 3=-438 Trapezoidal Loads (plf) Vert: 3=-248-to-6=-307 21) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-20, 6-11=-50, 11-12=-50, 2-19=-20, 18-23=-50, 23-24=-20, 24-25=-50, 13-25=-20 Concentrated Loads (lb) Vert: 3=-438 Trapezoidal Loads (plf) Vert: 3=-218-to-6=-277 22) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-3=-11, 6-11=22, 11-12=9, 2-19=-6, 13-18=-6 Horz: 1-2=-8, 2-6=2, 11-12=17 Drag: 10-11=0 Concentrated Loads (lb) Vert: 3=99 Trapezoidal Loads (plf) Vert: 3=33-to-6=-26 23) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 6-11=22, 11-12=-11, 2-19=-6, 13-18=-6 Horz: 1-2=-13, 2-6=-17, 11-12=-2 Drag: 10-11=0 Concentrated Loads (lb) Vert: 3=99 Trapezoidal Loads (plf) Vert: 3=52-to-6=-7 24) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-27, 2-3=-31, 6-11=2, 11-12=-12, 2-19=-20, 13-18=-20 Horz: 1-2=7, 2-6=11, 11-12=8 Drag: 10-11=0 Concentrated Loads (lb) Vert: 3=-318 Trapezoidal Loads (plf) Vert: 3=-175-to-6=-234 25) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-3=-12, 6-11=2, 11-12=-31, 2-19=-20, 13-18=-20 Horz: 1-2=-13, 2-6=-8, 11-12=-11 Drag: 10-11=0 Concentrated Loads (lb) Vert: 3=-318 Trapezoidal Loads (plf) Vert: 3=-156-to-6=-215 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 5 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G26 Truss Type Piggyback Base Girder Qty 1 Ply 2 WF86 Job Reference (optional) I39639755 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:47 2019 Page 5 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-6ykq3AmRAtbyKQbtsTUgyAd8SgZAup6_AcDcP?y85wA LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=17, 2-3=22, 6-11=9, 11-12=9, 2-19=-6, 13-18=-6 Horz: 1-2=-26, 2-6=-30, 11-12=17 Drag: 10-11=0 Concentrated Loads (lb) Vert: 3=99 Trapezoidal Loads (plf) Vert: 3=65-to-6=6 27) 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, 2-3=9, 6-11=9, 11-12=22, 2-19=-6, 13-18=-6 Horz: 1-2=-13, 2-6=-17, 11-12=30 Drag: 10-11=0 Concentrated Loads (lb) Vert: 3=99 Trapezoidal Loads (plf) Vert: 3=52-to-6=-7 28) 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, 2-3=22, 6-11=9, 11-12=9, 2-19=-6, 13-18=-6 Horz: 1-2=-26, 2-6=-30, 11-12=17 Drag: 10-11=0 Concentrated Loads (lb) Vert: 3=99 Trapezoidal Loads (plf) Vert: 3=65-to-6=6 29) 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, 2-3=9, 6-11=9, 11-12=22, 2-19=-6, 13-18=-6 Horz: 1-2=-13, 2-6=-17, 11-12=30 Drag: 10-11=0 Concentrated Loads (lb) Vert: 3=99 Trapezoidal Loads (plf) Vert: 3=52-to-6=-7 30) 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, 2-3=2, 6-11=-12, 11-12=-12, 2-19=-20, 13-18=-20 Horz: 1-2=-26, 2-6=-22, 11-12=8 Drag: 10-11=0 Concentrated Loads (lb) Vert: 3=-277 Trapezoidal Loads (plf) Vert: 3=-125-to-6=-183 31) 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, 2-3=-12, 6-11=-12, 11-12=2, 2-19=-20, 13-18=-20 Horz: 1-2=-13, 2-6=-8, 11-12=22 Drag: 10-11=0 Concentrated Loads (lb) Vert: 3=-277 Trapezoidal Loads (plf) Vert: 3=-138-to-6=-196 32) 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, 2-3=-58, 6-11=-34, 11-12=-44, 2-19=-20, 18-23=-50, 23-24=-20, 24-25=-50, 13-25=-20 Horz: 1-2=5, 2-6=8, 11-12=6 Drag: 10-11=0 Concentrated Loads (lb) Vert: 3=-489 Trapezoidal Loads (plf) Vert: 3=-279-to-6=-338 33) 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, 2-3=-44, 6-11=-34, 11-12=-58, 2-19=-20, 18-23=-50, 23-24=-20, 24-25=-50, 13-25=-20 Horz: 1-2=-10, 2-6=-6, 11-12=-8 Drag: 10-11=0 Concentrated Loads (lb) Vert: 3=-489 Trapezoidal Loads (plf) Vert: 3=-265-to-6=-323 Continued on page 6 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G26 Truss Type Piggyback Base Girder Qty 1 Ply 2 WF86 Job Reference (optional) I39639755 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:47 2019 Page 6 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-6ykq3AmRAtbyKQbtsTUgyAd8SgZAup6_AcDcP?y85wA LOAD CASE(S) Standard 34) 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, 2-3=-34, 6-11=-44, 11-12=-44, 2-19=-20, 18-23=-50, 23-24=-20, 24-25=-50, 13-25=-20 Horz: 1-2=-19, 2-6=-16, 11-12=6 Drag: 10-11=0 Concentrated Loads (lb) Vert: 3=-458 Trapezoidal Loads (plf) Vert: 3=-241-to-6=-300 35) 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, 2-3=-44, 6-11=-44, 11-12=-34, 2-19=-20, 18-23=-50, 23-24=-20, 24-25=-50, 13-25=-20 Horz: 1-2=-10, 2-6=-6, 11-12=16 Drag: 10-11=0 Concentrated Loads (lb) Vert: 3=-458 Trapezoidal Loads (plf) Vert: 3=-251-to-6=-310 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G27 Truss Type Hip Girder Qty 1 Ply 1 WF86 Job Reference (optional) I39639756 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Dec 18 10:41:27 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-0o26cFfwwOGN75LE5Cuy_H7gwmMTAtwuCPHP1wy7ll6 Scale = 1:47.0 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 22 23 24 25 8x8 3x4 4x6 12x14 M18SHS 3x8 5x6 4x4 4x9 1.5x4 2x4 5x9 3x8 4x7 Special Special Special Special Special Special Special Special Special Special Special Special 4-8-13 4-8-13 10-3-8 5-6-11 15-8-7 5-4-15 21-3-2 5-6-11 26-0-0 4-8-14 -1-0-0 1-0-0 4-8-13 4-8-13 10-3-8 5-6-11 15-8-7 5-4-15 21-3-2 5-6-11 26-0-0 4-8-14 1-0-145-9-111-0-145-9-1112.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-12], [3:0-5-0,0-1-12], [7:0-3-0,0-1-8], [8:Edge,0-10-9], [9:0-1-12,0-0-0], [13:0-4-8,0-1-12], [14:0-2-0,0-1-8], [15:0-4-4,0-1-6] 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 0.74 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.11 -0.23 0.05 (loc) 11-13 11-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 M18SHS Weight: 144 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-15: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-3 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-10-0 oc bracing. WEBS 1 Row at midpt 6-10 REACTIONS.(lb/size)15=2344/0-3-8 (req. 0-3-11), 9=2257/0-3-8 (req. 0-3-9) Max Horz 15=105(LC 6) Max Uplift 15=-877(LC 4), 9=-868(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2408/956, 3-4=-2671/1141, 4-5=-2670/1142, 5-6=-2670/1142, 6-7=-1722/741, 7-8=-2486/984, 2-15=-2139/799, 8-9=-2066/797 BOT CHORD 15-16=-232/314, 16-17=-232/314, 14-17=-232/314, 14-18=-714/1633, 18-19=-714/1633, 13-19=-714/1633, 12-13=-1141/2690, 12-20=-1141/2690, 11-20=-1141/2690, 11-21=-1141/2690, 21-22=-1141/2690, 22-23=-1141/2690, 10-23=-1141/2690, 10-24=-144/260, 24-25=-144/260, 9-25=-144/260 WEBS 3-14=-195/344, 3-13=-668/1472, 4-13=-335/137, 6-11=-318/658, 6-10=-1403/641, 7-10=-637/1419, 2-14=-609/1390, 8-10=-632/1443 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. 6) WARNING: Required bearing size at joint(s) 15, 9 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 877 lb uplift at joint 15 and 868 lb uplift at joint 9. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 232 lb down and 156 lb up at 2-0-12, 201 lb down and 106 lb up at 4-0-12, 201 lb down and 141 lb up at 6-0-12, 201 lb down and 141 lb up at 8-0-12, 201 lb down and 141 lb up at 10-0-12, 201 lb down and 141 lb up at 12-0-12, 201 lb down and 141 lb up at 14-0-12, 201 lb down and 141 lb up at 16-0-12, 201 lb down and 141 lb up at 18-0-12, 201 lb down and 141 lb up at 20-0-0, and 201 lb down and 106 lb up at 21-11-4, and 232 lb down and 156 lb up at 23-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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 Continued on page 2 December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G27 Truss Type Hip Girder Qty 1 Ply 1 WF86 Job Reference (optional) I39639756 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Dec 18 10:41:28 2019 Page 2 Timberland Lumber Company, Brazil, IN 47834 ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-U_cUqbfYhhOEkFwRfvPBXVfrgAihvK91Q30yZNy7ll5 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, 3-7=-60, 7-8=-60, 9-15=-20 Concentrated Loads (lb) Vert: 12=-201(B) 13=-201(B) 16=-232(B) 17=-201(B) 18=-201(B) 19=-201(B) 20=-201(B) 21=-201(B) 22=-201(B) 23=-201(B) 24=-201(B) 25=-232(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G28 Truss Type Half Hip Girder Qty 1 Ply 1 WF86 Job Reference (optional) I39639757 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:49 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-2LsaUsnhiUrgZkkGzuW81bjfnUTiMu5HdwiiTty85w8 Scale = 1:15.4 1 2 3 4 6 5 7 3x4 2x4 4x4 2x4 3x4 TJC37 1-4-14 1-4-14 2-0-0 0-7-2 -1-0-0 1-0-0 1-4-14 1-4-14 2-0-0 0-7-2 1-0-142-5-1112.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.09 0.01 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 6 6 5 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 2x6 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, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=61/Mechanical, 6=164/0-3-8 Max Horz 6=70(LC 7) Max Uplift 5=-69(LC 7), 6=-10(LC 7) Max Grav 5=74(LC 28), 6=164(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; 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) 5. 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, 30-90) or equivalent at 1-6-0 from the left end to connect truss(es) to front face of bottom chord, skewed 39.8 deg.to the left, sloping 0.0 deg. down. 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, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 7=-19(F) December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G29 Truss Type Jack-Closed Girder Qty 3 Ply 1 WF86 Job Reference (optional) I39639758 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-WXQziCoJTozXBuJSXc2NapFoWupm5LGQsaSG0Jy85w7 Scale = 1:17.9 1 2 3 5 4 6 2x4 3x6 2x4 4x4 TJC37 2-11-11 2-11-11 -1-6-12 1-6-12 2-11-11 2-11-11 1-0-142-11-117.68 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.22 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >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 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-5: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=249/0-4-9, 4=69/Mechanical Max Horz 5=80(LC 7) Max Uplift 5=-39(LC 7), 4=-86(LC 7) Max Grav 5=249(LC 1), 4=93(LC 28) 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) * 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) One 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. 7) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 2-3-9 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. 8) Fill all nail holes where hanger is in contact with lumber. 9) 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, 4-5=-20 Concentrated Loads (lb) Vert: 6=-2(B) December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G30 Truss Type Half Hip Girder Qty 2 Ply 1 WF86 Job Reference (optional) I39639759 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:51 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-_jzLvYpyE65Oo2ue5JZc70ozdI8JqowZ5DBpYmy85w6 Scale = 1:19.3 1 2 3 4 7 6 5 8 4x8 2x4 4x4 4x4 8x8 TJC37 LU24 2-5-15 2-5-15 6-0-0 3-6-1 -1-0-0 1-0-0 2-5-15 2-5-15 6-0-0 3-6-1 0-10-142-11-1310.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-2-8], [3:0-6-4,0-2-0], [7:0-2-2,0-1-12] 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-P 0.20 0.07 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 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 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 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)5=252/Mechanical, 7=337/0-3-8 Max Horz 7=85(LC 7) Max Uplift 5=-136(LC 4), 7=-114(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-319/124 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=136. 7) 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. 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, 30-90) or equivalent at 2-7-3 from the left end to connect truss(es) to front face of bottom chord, skewed 50.2 deg.to the left, 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 front face of bottom chord, skewed 0.0 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 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, 5-7=-20 Concentrated Loads (lb) Vert: 6=-37(F) 8=-28(F) December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss G31 Truss Type Half Hip Girder Qty 1 Ply 1 WF86 Job Reference (optional) I39639760 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:27:52 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-SwXj6uqa_PDFQBTrf14rfELArhULZFgjKtxN4Cy85w5 Scale = 1:18.3 1 2 3 4 6 5 7 5x6 2x4 4x4 5x8 LU24 4-0-0 4-0-0 -1-0-0 1-0-0 2-7-3 2-7-3 4-0-0 1-4-13 0-10-143-0-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-5], [3:0-4-8,0-2-4], [6:Edge,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-P 0.11 0.08 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 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* 2-6: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 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)5=154/Mechanical, 6=253/0-3-8 Max Horz 6=88(LC 7) Max Uplift 5=-79(LC 7), 6=-58(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) 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) 5. 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 LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 2-0-12 from the left end 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, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 7=-43(B) December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss H1 Truss Type Half Hip Qty 1 Ply 1 WF86 Job Reference (optional) I39639761 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:01 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-hea7?zxDtAMz?afZgQkyW7DXhKS2A7A2OncLtBy85vy Scale = 1:43.7 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 18 2x4 6x8 3x4 4x4 2x4 3x4 3x4 3x4 2x4 3x10 3x4 7-0-12 7-0-12 14-6-7 7-5-11 20-10-12 6-4-5 2-4-13 2-4-13 8-5-10 6-0-13 14-6-7 6-0-13 20-10-12 6-4-5 5-8-37-8-210.00 12 Plate Offsets (X,Y)-- [2:0-6-4,0-2-0], [8:0-2-12,0-1-8], [11:0-1-12,0-1-8] 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 0.80 0.49 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.15 0.01 (loc) 10-11 10-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 118 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 (6-0-0 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS.(lb/size)7=824/Mechanical, 11=824/Mechanical Max Horz 11=58(LC 11) Max Uplift 7=-172(LC 8), 11=-125(LC 8) Max Grav 7=864(LC 2), 11=861(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-553/112, 3-5=-530/110, 5-6=-530/110, 6-7=-771/186 BOT CHORD 8-10=-134/598 WEBS 2-10=-92/605, 3-10=-316/127, 5-8=-395/144, 6-8=-167/805, 2-11=-753/146 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 6-7-11, Interior(1) 6-7-11 to 20-9-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a 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 100 lb uplift at joint(s) except (jt=lb) 7=172, 11=125. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss H2 Truss Type Hip Qty 1 Ply 1 WF86 Job Reference (optional) I39639762 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:11 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-PaBv6O2VWFcZC6QUGWwIwEdEwMuUWriWhL1tEby85vo Scale = 1:47.1 1 2 3 4 5 6 7 8 11 10 9 12 13 14 15 16 17 18 8x8 4x6 4x6 4x4 4x4 3x6 2x4 3x4 4x6 4x4 4x4 7-2-1 7-2-1 14-9-15 7-7-14 22-0-0 7-2-1 -1-0-0 1-0-0 7-2-1 7-2-1 14-9-15 7-7-14 22-0-0 7-2-1 23-0-0 1-0-0 0-10-38-0-30-10-38-0-312.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-1], [4:0-5-0,0-1-12], [5:0-3-4,0-2-0], [7:Edge,0-0-1] 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 0.88 0.42 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.14 0.03 (loc) 9-11 9-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 108 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 5-2-1, Right 2x6 SPF No.2 -H 5-2-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins, except 2-0-0 oc purlins (3-5-6 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9 REACTIONS.(lb/size)2=940/0-3-8, 7=940/0-3-8 Max Horz 2=-159(LC 9) Max Uplift 2=-109(LC 11), 7=-109(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-970/173, 4-5=-585/201, 5-7=-970/173 BOT CHORD 2-11=-107/616, 9-11=-106/621, 7-9=-47/582 WEBS 4-11=0/281, 5-9=-5/252 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-2-1, Exterior(2) 7-2-1 to 11-4-15, Interior(1) 11-4-15 to 14-9-15, Exterior(2) 14-9-15 to 19-0-13, Interior(1) 19-0-13 to 23-0-0 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) 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) 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. 7) 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss H3 Truss Type Hip Qty 1 Ply 1 WF86 Job Reference (optional) I39639763 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:13 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-LyJfW34l2ssGRQatNxym0fikr9aW_erp9fW_JUy85vm Scale = 1:57.8 12 3 4 5 6 7 8 9 10 11 12 16 15 14 13171819 3x4 6x8 6x8 3x4 4x6 4x4 4x4 3x4 2x4 3x4 3x4 2x4 4x6 4x4 4x4 3x4 4-6-12 4-6-12 7-9-6 3-2-10 8-10-1 1-0-11 11-0-0 2-1-15 17-5-3 6-5-3 22-0-0 4-6-12 -1-0-0 1-0-0 4-6-12 4-6-12 8-10-1 4-3-4 13-1-15 4-3-14 17-5-3 4-3-4 22-0-0 4-6-12 23-0-0 1-0-0 0-10-39-8-30-10-39-8-312.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-1], [5:0-1-11,Edge], [6:0-6-4,0-1-12], [7:0-6-4,0-1-12], [8:0-1-11,Edge], [11:Edge,0-0-1] 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 0.45 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.13 0.03 (loc) 13-14 13-14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 129 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 3-2-11, Right 2x6 SPF No.2 -H 3-2-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-10 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14, 6-14 REACTIONS.(lb/size)2=940/0-3-8, 11=940/0-3-8 Max Horz 2=191(LC 10) Max Uplift 2=-115(LC 11), 11=-115(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1072/173, 4-6=-1038/342, 6-7=-556/198, 7-9=-1039/342, 9-11=-1072/173 BOT CHORD 2-16=-122/758, 14-16=-75/580, 13-14=-39/562, 11-13=-35/663 WEBS 4-16=-289/264, 7-13=-256/442, 9-13=-289/264, 6-16=-256/442 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-10-1, Exterior(2) 8-10-1 to 17-5-3, Interior(1) 17-5-3 to 23-0-0 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) 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) 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. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss H4 Truss Type Hip Qty 1 Ply 1 WF86 Job Reference (optional) I39639764 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:14 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-p9s1kP5NpA_73a93xeT?YtFsnZymj6KyNIGXrwy85vl Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 12 16 15 14 13 17 18 3x4 5x6 5x6 3x4 4x6 4x4 4x4 3x4 3x4 2x4 3x10 3x4 2x4 4x6 4x4 4x4 5-4-12 5-4-12 10-6-1 5-1-4 11-5-15 0-11-14 16-7-3 5-1-4 22-0-0 5-4-12 -1-0-0 1-0-0 5-4-12 5-4-12 10-6-1 5-1-4 11-5-15 0-11-14 16-7-3 5-1-4 22-0-0 5-4-12 23-0-0 1-0-0 0-10-311-4-30-10-311-4-312.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-1], [4:0-1-4,0-1-8], [6:0-2-8,Edge], [7:0-3-12,0-2-8], [9:0-1-4,0-1-8], [11:Edge,0-0-1] 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 0.39 0.25 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.13 0.03 (loc) 14 14-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 121 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 3-9-12, Right 2x6 SPF No.2 -H 3-9-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14 REACTIONS.(lb/size)2=940/0-3-8, 11=940/0-3-8 Max Horz 2=-223(LC 9) Max Uplift 2=-117(LC 11), 11=-117(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1018/162, 4-6=-713/212, 6-7=-472/200, 7-9=-745/220, 9-11=-1019/165 BOT CHORD 2-16=-120/678, 14-16=-120/678, 13-14=-36/635, 11-13=-36/635 WEBS 4-14=-312/196, 7-14=-175/590, 9-14=-362/215 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-6-1, Exterior(2) 10-6-1 to 15-8-13, Interior(1) 15-8-13 to 23-0-0 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) 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) 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. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss H5 Truss Type Hip Qty 1 Ply 1 WF86 Job Reference (optional) I39639765 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:15 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-HLQPxl6?aU7_gkkGVM_E54o1zzH3Sa76cy?4NNy85vk Scale = 1:74.0 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 3x4 4x8 4x4 3x4 2x4 3x4 3x4 4x4 3x4 3x10 3x4 4x4 4x4 2x4 5x6 5-9-12 5-9-12 11-4-0 5-6-4 14-7-15 3-3-15 20-3-4 5-7-4 26-2-0 5-10-12 -1-0-0 1-0-0 5-9-12 5-9-12 11-4-0 5-6-4 14-7-15 3-3-15 20-3-4 5-7-4 26-2-0 5-10-12 1-0-1412-4-140-10-1412-4-1412.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-1-4,0-1-8], [5:0-6-4,0-1-12], [6:0-2-4,0-1-12], [8:0-1-4,0-1-8], [9:0-0-12,0-1-8] 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 0.37 0.31 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.02 (loc) 14-15 14-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 161 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 4-11-12 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 3-14, 5-12, 8-12 REACTIONS.(lb/size)16=1105/0-3-8, 10=1033/0-5-8 Max Horz 16=234(LC 10) Max Uplift 16=-134(LC 11), 10=-115(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1151/198, 3-5=-907/265, 5-6=-563/239, 6-8=-915/269, 8-9=-1177/200, 2-16=-1052/211, 9-10=-979/174 BOT CHORD 15-16=-263/332, 14-15=-151/828, 12-14=-74/592, 11-12=-58/756 WEBS 3-14=-367/214, 5-14=-136/368, 6-12=-120/361, 8-12=-392/221, 2-15=-13/612, 9-11=-17/616 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-4-0, Exterior(2) 11-4-0 to 18-10-14, Interior(1) 18-10-14 to 26-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 16 and 10. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss H6 Truss Type Half Hip Qty 1 Ply 1 WF86 Job Reference (optional) I39639766 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:16 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-lX_o956dLnFrIuJS33VTdIK9gNeiB4LFrclevpy85vj Scale = 1:33.7 1 2 3 4 7 6 5 8 9 10 6x8 3x4 3x4 2x4 4x4 4x4 4-8-1 4-8-1 11-6-0 6-9-15 -1-0-0 1-0-0 4-8-1 4-8-1 11-6-0 6-9-15 1-0-145-8-1412.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-1-8], [3:0-4-12,0-1-8] 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 0.56 0.22 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.08 0.00 (loc) 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 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 (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS.(lb/size)5=445/Mechanical, 7=521/0-3-8 Max Horz 7=168(LC 11) Max Uplift 5=-99(LC 8), 7=-44(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-449/67, 2-7=-486/109 BOT CHORD 5-6=-96/254 WEBS 3-5=-297/116 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-8-1, Exterior(2) 4-8-1 to 8-10-15, Interior(1) 8-10-15 to 11-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a 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) 5. 7) 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss H7 Truss Type Half Hip Qty 1 Ply 1 WF86 Job Reference (optional) I39639767 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:17 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-DjYAMR7F65Niw1tecn1iAVtNDm_JwWGO3GUBSFy85vi Scale = 1:44.9 1 2 3 4 7 6 5 8 9 10 11 2x4 3x4 2x4 4x4 5x8 6x8 6-4-1 6-4-1 11-6-0 5-1-15 -1-0-0 1-0-0 6-4-1 6-4-1 11-6-0 5-1-15 1-0-147-4-1412.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-6-4,0-1-12] 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 0.38 0.20 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.01 (loc) 5-6 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 64 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 (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 9-7-6 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS.(lb/size)5=445/Mechanical, 7=521/0-3-8 Max Horz 7=218(LC 11) Max Uplift 5=-105(LC 8), 7=-27(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-420/30, 2-7=-462/85 BOT CHORD 6-7=-378/449 WEBS 3-5=-347/150, 2-6=-265/306 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-1, Exterior(2) 6-4-1 to 10-6-15, Interior(1) 10-6-15 to 11-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a 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 100 lb uplift at joint(s) except (jt=lb) 5=105. 7) 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss H8 Truss Type Half Hip Qty 1 Ply 1 WF86 Job Reference (optional) I39639768 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:17 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-DjYAMR7F65Niw1tecn1iAVtQumznwWnO3GUBSFy85vi Scale = 1:52.2 1 2 3 4 5 8 7 6 9 10 11 2x4 3x4 3x4 4x8 3x4 4x4 3x4 8-0-1 8-0-1 11-6-0 3-5-15 -1-0-0 1-0-0 4-2-15 4-2-15 8-0-1 3-9-1 11-6-0 3-5-15 1-0-149-0-1412.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-1-12], [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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.15 0.30 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.16 0.00 (loc) 7-8 7-8 6 l/defl >999 >823 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, and 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 5-6, 4-6 REACTIONS.(lb/size)6=445/Mechanical, 8=521/0-3-8 Max Horz 8=269(LC 11) Max Uplift 6=-154(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-261/127, 3-4=-276/23, 2-8=-304/160 BOT CHORD 7-8=-168/274 WEBS 4-7=-93/320, 4-6=-386/171 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-0-1, Exterior(2) 8-0-1 to 11-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a 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=154. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss H9 Truss Type Half Hip Qty 1 Ply 1 WF86 Job Reference (optional) I39639769 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:18 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-iw6Yan8utPVZYBSrAUYxjjQaCAE8fvLYIwEl_iy85vh Scale: 3/16"=1' 1 2 3 4 5 8 7 6 9 10 11 12 4x4 3x4 2x4 3x10 4x4 3x4 3x6 9-8-1 9-8-1 11-6-0 1-9-15 -1-0-0 1-0-0 4-11-12 4-11-12 9-8-1 4-8-4 11-6-0 1-9-15 1-0-1410-8-1412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:0-2-4,0-1-12], [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 0.24 0.61 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.50 0.00 (loc) 7-8 7-8 6 l/defl >705 >267 n/a L/d 240 180 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 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 (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-7 REACTIONS.(lb/size)6=445/Mechanical, 8=521/0-3-8 Max Horz 8=319(LC 11) Max Uplift 6=-214(LC 11) Max Grav 6=472(LC 18), 8=521(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-400/154, 5-6=-623/198, 2-8=-418/177 BOT CHORD 7-8=-175/268 WEBS 3-7=-282/217, 5-7=-199/628 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-8-1, Exterior(2) 9-8-1 to 11-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a 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 100 lb uplift at joint(s) except (jt=lb) 6=214. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss H10 Truss Type Hip Qty 1 Ply 1 WF86 Job Reference (optional) I39639770 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:02 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-9r8VDJxreUUqdkEmE7FB3Llqjjjfvh9BdRMuQdy85vx Scale = 1:36.3 1 2 3 4 5 6 7 12 11 10 9 8 13 142x4 2x4 4x6 3x10 4x4 3x4 4x4 4x4 4x4 4x4 3x10 4x4 0-0-6 0-0-6 6-1-2 6-0-12 15-1-14 9-0-12 21-2-11 6-0-12 21-3-1 0-0-6 3-2-8 3-2-8 6-1-2 2-10-11 10-7-8 4-6-6 15-1-14 4-6-6 18-0-9 2-10-11 21-3-1 3-2-8 1-1-62-2-51-1-62-2-52.12 12 Plate Offsets (X,Y)-- [2:0-0-8,0-1-12], [3:0-2-0,0-2-4], [5:0-2-0,0-2-4], [6:0-0-8,0-1-12] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.27 0.78 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.48 0.08 (loc) 9-11 9-11 8 l/defl >999 >528 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 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 4-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-13 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 8-10-10 oc bracing. REACTIONS.(lb/size)8=839/0-4-3, 12=839/0-4-3 Max Horz 12=14(LC 11) Max Uplift 8=-155(LC 8), 12=-155(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1995/352, 3-4=-1953/354, 4-5=-1953/354, 5-6=-1995/352 BOT CHORD 11-12=-301/1504, 9-11=-439/2310, 8-9=-298/1504 WEBS 4-11=-479/172, 4-9=-479/172, 2-11=-67/557, 2-12=-1578/322, 6-9=-67/557, 6-8=-1578/322 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) 0-1-12 to 2-11-6, Interior(1) 2-11-6 to 6-1-2, Exterior(2) 6-1-2 to 10-7-8, Interior(1) 10-7-8 to 15-1-14, Exterior(2) 15-1-14 to 19-4-13, Interior(1) 19-4-13 to 21-1-5 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) 8 and 12. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss H11 Truss Type Hip Qty 1 Ply 1 WF86 Job Reference (optional) I39639771 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:03 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-e1itQfyTPochEupyoqnQcYIra79be9gLr55Sy3y85vw Scale = 1:29.2 1 2 3 4 9 8 7 6 5 10 11 12 13 14 15 4x6 5x6 2x4 3x4 4x4 2x4 4x4 3x10 4x4 0-0-6 0-0-6 4-11-1 4-10-11 12-3-15 7-4-14 17-2-11 4-10-11 17-3-1 0-0-6 4-11-1 4-11-1 12-3-15 7-4-14 17-3-1 4-11-1 1-9-142-8-51-9-142-8-52.12 12 Plate Offsets (X,Y)-- [3:0-3-4,0-3-0], [6:0-3-0,0-1-8] 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 0.90 0.42 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.20 0.02 (loc) 6-8 6-8 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 5-6-1 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=679/0-4-3, 5=679/0-4-3 Max Horz 9=-11(LC 12) Max Uplift 9=-125(LC 7), 5=-125(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1081/204, 2-3=-1056/219, 3-4=-1081/204, 1-9=-644/141, 4-5=-644/141 BOT CHORD 6-8=-194/1056 WEBS 1-8=-180/1054, 4-6=-180/1054 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-11-1, Exterior(2) 4-11-1 to 9-2-0, Interior(1) 9-2-0 to 12-3-15, Exterior(2) 12-3-15 to 16-6-14, Interior(1) 16-6-14 to 17-1-5 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) 9 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss H12 Truss Type Hip Qty 1 Ply 1 WF86 Job Reference (optional) I39639772 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:04 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-6DGFe_z6A5kYs1O8MYIf8mr8sXXANdSU4lr?UVy85vv Scale = 1:22.5 1 2 3 4 7 6 5 8 9 10 11 2x4 4x6 4x6 2x4 3x4 3x4 3x4 0-0-6 0-0-6 6-7-8 6-7-2 13-2-11 6-7-2 13-3-1 0-0-6 3-9-1 3-9-1 9-6-0 5-9-0 13-3-1 3-9-1 2-6-63-2-52-6-63-2-52.12 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 0.42 0.27 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.07 0.01 (loc) 6 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 54 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 (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=519/0-4-3, 5=519/0-4-3 Max Horz 7=-8(LC 12) Max Uplift 7=-95(LC 7), 5=-95(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-553/125 BOT CHORD 6-7=-125/480, 5-6=-126/480 WEBS 2-7=-585/160, 3-5=-585/160 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-9-1, Exterior(2) 3-9-1 to 7-11-15, Interior(1) 7-11-15 to 9-6-0, Exterior(2) 9-6-0 to 13-1-5 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) 7 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss H13 Truss Type Hip Qty 1 Ply 1 WF86 Job Reference (optional) I39639773 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:05 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-aQqdrK_kxPsPUBzLvFpuhzNNExwd66hdJPaZ0yy85vu Scale = 1:23.4 1 2 3 4 7 6 5 2x4 4x4 4x4 2x4 3x4 3x4 3x4 0-0-6 0-0-6 0-2-8 0-2-2 4-7-8 4-5-1 9-0-9 4-5-1 9-2-11 0-2-2 9-3-1 0-0-6 2-7-0 2-7-0 6-8-1 4-1-2 9-3-1 2-7-0 3-2-133-8-53-2-133-8-52.12 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 0.19 0.13 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.02 0.00 (loc) 6 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 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 (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=359/0-4-3, 5=359/0-4-3 Max Horz 7=6(LC 11) Max Uplift 7=-65(LC 7), 5=-65(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-320/115, 3-5=-320/115 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 7) 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss H14 Truss Type Hip Qty 1 Ply 1 WF86 Job Reference (optional) I39639774 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:06 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-2cN02g?Mhj_G5LYXTzK7DBwXULHGraInY3K6ZOy85vt Scale = 1:27.9 1 2 3 4 7 6 5 3x4 3x4 2x4 2x4 3x4 3x4 3x4 0-0-6 0-0-6 0-2-8 0-2-2 2-7-0 2-4-9 4-11-9 2-4-9 5-1-11 0-2-2 5-2-1 0-0-6 1-4-10 1-4-10 3-9-7 2-4-13 5-2-1 1-4-10 3-11-84-2-73-11-84-2-72.12 12 Plate Offsets (X,Y)-- [1:0-1-8,0-1-8], [2:0-2-0,0-0-2], [3:0-2-0,0-0-2], [4:0-1-8,0-1-8] 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 0.22 0.04 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 6 6 5 l/defl >999 >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 5-2-1 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=195/0-4-3, 5=195/0-4-3 Max Horz 7=-3(LC 12) Max Uplift 7=-35(LC 7), 5=-35(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) 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) 7 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss H15 Truss Type Hip Qty 1 Ply 1 WF86 Job Reference (optional) I39639775 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:07 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-WoxOG0?_S067jV6j1grMmOTd0kYRaxQwmj3f5qy85vs Scale: 1/4"=1' 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 19 6x8 6x8 6x8 3x4 3x4 4x4 3x10 2x4 4x4 6x8 3x4 6-4-0 6-4-0 13-0-0 6-7-15 19-7-15 6-7-15 26-0-0 6-4-1 -1-0-0 1-0-0 6-4-0 6-4-0 13-0-0 6-7-15 19-7-15 6-7-15 26-0-0 6-4-1 1-0-147-4-141-0-147-4-1412.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-4-12,0-1-8], [5:0-4-12,0-1-8], [6:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.56 0.36 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 0.02 (loc) 8-9 8-9 7 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 4-6-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-6 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)12=1099/0-3-8, 7=1027/0-3-8 Max Horz 12=135(LC 10) Max Uplift 12=-114(LC 11), 7=-94(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1140/208, 3-4=-973/249, 4-5=-973/249, 5-6=-1136/206, 2-12=-1040/222, 6-7=-969/186 BOT CHORD 11-12=-278/358, 9-11=-147/709, 8-9=-79/710 WEBS 3-9=-139/441, 4-9=-449/170, 5-9=-140/438, 2-11=-143/601, 6-8=-126/604 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-0, Exterior(2) 6-4-0 to 10-6-15, Interior(1) 10-6-15 to 19-7-15, Exterior(2) 19-7-15 to 23-10-14, Interior(1) 23-10-14 to 25-10-4 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 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) 12. This connection is for uplift only and does not consider lateral forces. 7) H10A 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss H16 Truss Type Hip Qty 1 Ply 1 WF86 Job Reference (optional) I39639776 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:08 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-_?VmTM0cDKE_LfhwbOMbJc?lJ8mhJLb4?NpDdHy85vr Scale = 1:55.0 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 4x6 4x4 3x4 3x4 4x8 4x8 3x4 3x10 4x4 4x8 4x4 8-0-0 8-0-0 17-11-15 9-11-15 26-2-0 8-2-1 -1-0-0 1-0-0 8-0-0 8-0-0 13-0-0 4-11-15 17-11-15 4-11-15 21-11-4 3-11-4 26-2-0 4-2-12 1-0-149-0-140-10-149-0-1412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [5:0-2-4,0-1-12] 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 0.71 0.81 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.39 -0.62 0.03 (loc) 9-11 9-11 8 l/defl >789 >498 n/a L/d 240 180 n/a PLATES MT20 Weight: 135 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* 2-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 9-2-1 oc bracing. WEBS 1 Row at midpt 4-11, 4-9 REACTIONS.(lb/size)12=1107/0-3-8, 8=1030/0-5-8 Max Horz 12=170(LC 10) Max Uplift 12=-125(LC 11), 8=-105(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1132/208, 3-4=-675/223, 4-5=-681/216, 5-6=-1042/251, 6-7=-321/117, 2-12=-1040/226, 7-8=-284/109 BOT CHORD 11-12=-411/523, 9-11=-128/760, 8-9=-92/745 WEBS 3-11=-47/411, 4-11=-256/140, 5-9=-87/464, 2-11=-151/551, 6-8=-924/123 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-0-0, Exterior(2) 8-0-0 to 12-2-15, Interior(1) 12-2-15 to 17-11-15, Exterior(2) 17-11-15 to 22-0-6, Interior(1) 22-0-6 to 26-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 12 and 8. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss H17 Truss Type Hip Qty 1 Ply 1 WF86 Job Reference (optional) I39639777 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:09 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-SB38hi1E_eMrypG685tqrpYySY762m2DE1YmAjy85vq Scale: 3/16"=1' 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 21 22 4x6 6x8 4x4 3x4 3x10 4x4 3x4 4x4 4x4 4x6 4x6 9-8-0 9-8-0 16-3-15 6-7-15 26-2-0 9-10-1 -1-0-0 1-0-0 4-11-12 4-11-12 9-8-0 4-8-4 16-3-15 6-7-15 21-1-4 4-9-4 26-2-0 5-0-12 1-0-1410-8-140-10-1410-8-1412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [5:0-4-12,0-1-8] 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 0.62 0.73 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.59 0.04 (loc) 11-12 8-9 8 l/defl >999 >526 n/a L/d 240 180 n/a PLATES MT20 Weight: 141 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 5-8-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-7 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS.(lb/size)12=1105/0-3-8, 8=1033/0-5-8 Max Horz 12=201(LC 10) Max Uplift 12=-130(LC 11), 8=-112(LC 12) Max Grav 12=1105(LC 1), 8=1050(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-485/167, 3-4=-986/254, 4-5=-641/231, 5-6=-1013/259, 6-7=-537/130, 2-12=-483/181, 7-8=-451/123 BOT CHORD 11-12=-165/795, 9-11=-52/672, 8-9=-84/744 WEBS 4-11=-73/379, 5-9=-102/454, 3-12=-769/86, 6-8=-738/118 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-8-0, Exterior(2) 9-8-0 to 13-10-15, Interior(1) 13-10-15 to 16-3-15, Exterior(2) 16-3-15 to 20-6-14, Interior(1) 20-6-14 to 26-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 12 and 8. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss H18 Truss Type Half Hip Qty 1 Ply 1 WF86 Job Reference (optional) I39639778 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:09 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-SB38hi1E_eMrypG685tqrpY2eYGN2vaDE1YmAjy85vq Scale = 1:31.0 1 2 3 4 5 8 7 6 9 10 2x4 3x4 3x4 4x4 4x8 3x4 2x4 4-9-7 4-9-7 9-2-0 4-4-9 -1-0-0 1-0-0 1-11-12 1-11-12 4-9-7 2-9-11 9-2-0 4-4-9 0-10-144-10-1210.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [4:0-6-4,0-2-0] 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 0.23 0.14 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 7 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 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 (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=351/0-3-8, 8=428/0-3-8 Max Horz 8=143(LC 11) Max Uplift 6=-75(LC 8), 8=-43(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-354/57, 3-4=-270/54, 2-8=-375/100 WEBS 4-6=-260/103 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) -1-0-0 to 1-10-4, Interior(1) 1-10-4 to 4-9-7, Exterior(2) 4-9-7 to 9-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a 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) 6 and 8. This connection is for uplift only and does not consider lateral forces. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss H19 Truss Type Half Hip Qty 1 Ply 1 WF86 Job Reference (optional) I39639779 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:10 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-xNdWu22slxUiayrIioP3O14Dtyb7nNoMShIJi9y85vp Scale = 1:43.0 1 2 3 4 5 8 7 6 9 4x4 3x4 2x4 3x4 3x4 3x10 2x4 7-2-4 7-2-4 9-2-0 1-11-12 -1-0-0 1-0-0 3-3-11 3-3-11 7-2-4 3-10-9 9-2-0 1-11-12 0-10-146-10-1210.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:0-2-0,0-1-13] 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 0.23 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.10 0.00 (loc) 7 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 53 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 (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=351/0-3-8, 8=428/0-3-8 Max Horz 8=203(LC 11) Max Uplift 6=-121(LC 11), 8=-15(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-345/2, 5-6=-371/147, 2-8=-355/64 WEBS 5-7=-135/356 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-2-4, Exterior(2) 7-2-4 to 9-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a 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) 6 and 8. This connection is for uplift only and does not consider lateral forces. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss H20 Truss Type Half Hip Qty 1 Ply 1 WF86 Job Reference (optional) I39639780 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:12 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-tmlHJk37HZkPpG?hqDRXTSAXelDuFA6fw?nQm2y85vn Scale = 1:69.6 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 17 18 19 20 3x4 6x8 2x4 3x4 3x4 3x4 3x4 3x4 3x4 4x4 7-0-12 7-0-12 13-10-0 6-9-4 20-10-12 7-0-12 5-0-4 5-0-4 9-9-0 4-8-12 15-2-2 5-5-2 20-10-12 5-8-10 3-6-1011-8-210.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-2-0], [6:0-1-12,0-1-8], [10:0-1-12,0-2-0] 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 0.47 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.20 0.02 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 139 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 (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 3-7, 4-6, 2-10 REACTIONS.(lb/size)6=824/Mechanical, 10=824/Mechanical Max Horz 10=243(LC 11) Max Uplift 6=-184(LC 8), 10=-38(LC 11) Max Grav 6=905(LC 2), 10=885(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-711/161, 3-4=-388/95 BOT CHORD 9-10=-226/508, 7-9=-134/415, 6-7=-88/345 WEBS 3-9=-167/338, 4-7=-90/434, 4-6=-772/199, 2-10=-794/0 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-9-0, Exterior(2) 9-9-0 to 13-11-15, Interior(1) 13-11-15 to 20-9-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) * This truss has been designed for a 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 100 lb uplift at joint(s) 10 except (jt=lb) 6=184. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J1 Truss Type Jack-Closed Qty 2 Ply 1 WF86 Job Reference (optional) I39639781 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:19 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-iw6Yan8utPVZYBSrAUYxjjQYAAL_f?QYIwEl_hy85vh Scale = 1:27.4 1 2 3 4 5 6 2x4 2x4 3x4 3x4 3x4 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-8-34-10-310.00 12 Plate Offsets (X,Y)-- [2:0-1-10,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.37 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.05 0.00 (loc) 2 2-5 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 SLIDER Left 2x4 SPF No.2 -H 3-0-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=188/Mechanical, 2=260/0-3-8 Max Horz 2=145(LC 11) Max Uplift 5=-96(LC 11) Max Grav 5=200(LC 18), 2=260(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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-10-4 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) 5. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J2 Truss Type Jack-Closed Qty 2 Ply 1 WF86 Job Reference (optional) I39639782 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:25 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-_G1B2ADHDYNZtGVB4SAbVBCpu?m_oA9avWQckoy85va Scale = 1:14.7 1 2 3 5 4 3x10 2x4 2x4 1-5-0 1-5-0 -1-0-0 1-0-0 1-5-0 1-5-0 0-10-32-3-312.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-0-13], [2:0-1-12,0-1-12], [5:0-0-0,0-1-12] 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 0.08 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 1-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=149/0-3-8, 4=10/Mechanical Max Horz 5=64(LC 11) Max Uplift 5=-1(LC 11), 4=-37(LC 11) Max Grav 5=149(LC 1), 4=27(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. 6) One 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J3 Truss Type Jack-Closed Qty 8 Ply 1 WF86 Job Reference (optional) I39639783 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:32 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-HcyrWZJgaiGaDLXX?QoEHg??7p9TxLucW6dUUuy85vT Scale = 1:17.7 1 2 3 5 4 3x10 2x4 2x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-10-32-10-312.00 12 Plate Offsets (X,Y)-- [2:0-5-11,0-1-8] 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-R 0.08 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: 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 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=160/0-3-8, 4=45/Mechanical Max Horz 5=81(LC 11) Max Uplift 4=-53(LC 11) Max Grav 5=160(LC 1), 4=58(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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J4 Truss Type Jack-Closed Qty 2 Ply 1 WF86 Job Reference (optional) I39639784 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:39 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-aytU_yO3wr8aZQZtvOQt38nDkeYH4Vde7hpMD_y85vM Scale = 1:14.5 1 2 3 4 5 2x4 2x4 3x4 3x4 1-10-11 1-10-11 -1-0-0 1-0-0 1-10-11 1-10-11 0-8-32-3-110.00 12 Plate Offsets (X,Y)-- [2:0-1-10,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 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 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 SLIDER Left 2x4 SPF No.2 -H 1-6-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=53/Mechanical, 2=147/0-3-8 Max Horz 2=67(LC 11) Max Uplift 5=-35(LC 11), 2=-10(LC 11) Max Grav 5=60(LC 18), 2=147(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) 5. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J5 Truss Type Jack-Closed Qty 1 Ply 1 WF86 Job Reference (optional) I39639785 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:43 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-Tk7?pKRZ_4e011te8EUpD_yq7Fs70HND2JnZMly85vI Scale = 1:70.2 1 2 3 4 7 6 5 8 9 10 2x4 4x4 5x8 2x4 3x4 4x4 5-9-0 5-9-0 11-6-0 5-9-0 -1-0-0 1-0-0 5-9-0 5-9-0 11-6-0 5-9-0 1-0-1412-6-1412.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-1-8], [3:0-4-0,0-3-0] 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 0.35 0.22 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.06 -0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 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 9-0-2 oc bracing. WEBS 1 Row at midpt 4-5, 3-5 REACTIONS.(lb/size)7=521/0-3-8, 5=445/Mechanical Max Horz 7=369(LC 11) Max Uplift 5=-284(LC 11) Max Grav 7=521(LC 1), 5=529(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-471/0, 2-3=-464/0 BOT CHORD 6-7=-431/435, 5-6=-157/281 WEBS 2-6=-158/278, 3-5=-426/238 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-4-4 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, 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=284. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J6 Truss Type Jack-Closed Qty 5 Ply 1 WF86 Job Reference (optional) I39639786 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:44 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-xwgN1gSBlOmtfBSqix02mCV?bfCKlkaNHzX7vBy85vH Scale = 1:70.2 1 2 3 6 5 4 7 8 9 2x4 4x4 5x8 2x4 3x4 4x4 5-9-0 5-9-0 11-6-0 5-9-0 5-9-0 5-9-0 11-6-0 5-9-0 1-0-1412-6-1412.00 12 Plate Offsets (X,Y)-- [1:0-1-0,0-1-12], [2:0-4-0,0-3-0] 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 0.37 0.22 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.06 -0.01 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 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 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 9-6-2 oc bracing. WEBS 1 Row at midpt 3-4, 2-4 REACTIONS.(lb/size)6=448/Mechanical, 4=448/Mechanical Max Horz 6=339(LC 11) Max Uplift 4=-284(LC 11) Max Grav 6=448(LC 1), 4=532(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-399/0, 1-2=-465/0 BOT CHORD 5-6=-387/385, 4-5=-159/286 WEBS 1-5=-105/256, 2-4=-434/241 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-4-4 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, 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=284. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J7 Truss Type Jack-Closed Qty 3 Ply 1 WF86 Job Reference (optional) I39639787 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:44 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-xwgN1gSBlOmtfBSqix02mCV35fFDlmsNHzX7vBy85vH Scale = 1:15.6 1 2 3 5 42x4 3x4 2x4 2x4 1-5-0 1-5-0 -1-0-0 1-0-0 1-5-0 1-5-0 1-0-142-5-1412.00 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-R 0.08 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: 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 1-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=149/0-3-8, 4=10/Mechanical Max Horz 5=64(LC 11) Max Uplift 4=-50(LC 11) Max Grav 5=149(LC 1), 4=31(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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J8 Truss Type Jack-Closed Qty 5 Ply 1 WF86 Job Reference (optional) I39639788 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:45 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-P6ElE0TpWhukHL01FfXHJP1Er3bGUD6WWdGgRdy85vG Scale = 1:18.5 1 2 3 5 4 2x4 3x4 2x4 2x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-0-143-0-1412.00 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-R 0.08 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: 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 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=160/0-3-8, 4=45/Mechanical Max Horz 5=81(LC 11) Max Uplift 4=-64(LC 11) Max Grav 5=160(LC 1), 4=61(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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J9 Truss Type Jack-Closed Qty 1 Ply 1 WF86 Job Reference (optional) I39639789 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:46 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-tJo7SMUSH?0bvVbDpM2WrdaO7TwrDg4gkH0Dz4y85vF Scale = 1:15.5 1 2 3 5 4 2x4 3x4 2x4 3x4 2-2-9 2-2-9 -1-6-12 1-6-12 2-2-9 2-2-9 1-0-142-5-147.68 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 0.18 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: 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 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=225/0-4-9, 4=31/Mechanical Max Horz 5=66(LC 11) Max Uplift 5=-26(LC 11), 4=-35(LC 11) Max Grav 5=225(LC 1), 4=42(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) One 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J10 Truss Type Jack-Closed Qty 4 Ply 1 WF86 Job Reference (optional) I39639790 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:19 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-A6gwn79WeidQ9L11kB3AFwymkaiPOSHhXazIW8y85vg Scale = 1:24.3 1 2 3 5 4 6 7 2x4 3x4 2x4 4x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-10-144-2-1410.00 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 0.19 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: 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 or 4-0-0 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=138/Mechanical Max Horz 5=118(LC 11) Max Uplift 4=-84(LC 11) Max Grav 5=228(LC 1), 4=151(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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-10-4 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) 4. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J11 Truss Type Jack-Closed Qty 2 Ply 1 WF86 Job Reference (optional) I39639791 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:20 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-eIEI?T98O0lHnVcDIvaPo8VvQ_0I7tirmEjr2ay85vf Scale = 1:30.2 1 2 3 4 6 5 7 8 3x4 2x4 4x6 2x4 3x4 6-0-0 6-0-0 -1-0-0 1-0-0 4-9-8 4-9-8 6-0-0 1-2-8 0-10-144-10-1210.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-4] 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-P 0.32 0.24 0.14 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: 35 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=304/0-3-8, 5=221/Mechanical Max Horz 6=143(LC 11) Max Uplift 6=-10(LC 11), 5=-86(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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-9-8, Exterior(2) 4-9-8 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 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) 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J12 Truss Type Jack-Closed Qty 8 Ply 1 WF86 Job Reference (optional) I39639792 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:21 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-6VnhCoAm9Kt8PfBPrc5eKL20?OLasLt__uSPb0y85ve Scale = 1:34.8 1 2 3 5 4 6 7 2x4 3x4 2x4 4x4 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0-10-145-10-1410.00 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 0.24 0.08 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: 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 6-0-0 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=221/Mechanical Max Horz 5=169(LC 11) Max Uplift 4=-121(LC 11) Max Grav 5=304(LC 1), 4=238(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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 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=121. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J13 Truss Type Jack-Closed Qty 5 Ply 1 WF86 Job Reference (optional) I39639793 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:21 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-6VnhCoAm9Kt8PfBPrc5eKL21DOLYsM9__uSPb0y85ve Scale = 1:13.1 1 2 3 4 5 6 2x4 2x4 3x4 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0-3-141-9-143.00 12 Plate Offsets (X,Y)-- [2:0-2-12,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-P 0.51 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.09 -0.10 0.00 (loc) 2-4 2-4 l/defl >743 >709 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=223/Mechanical, 2=303/0-3-0 Max Horz 2=54(LC 7) Max Uplift 4=-89(LC 7), 2=-120(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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 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) 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) 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J14 Truss Type Jack-Closed Qty 4 Ply 1 WF86 Job Reference (optional) I39639794 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:22 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-ahL3P8BOwd??0pmcPKcutZaIrnk9bpP7DYCy7Ty85vd Scale = 1:7.3 1 2 3 4 5x8 3x4 2-4-9 2-4-9 -1-0-0 1-0-0 2-4-9 2-4-9 0-3-140-11-03.00 12 Plate Offsets (X,Y)-- [2:0-2-12,Edge], [3:1-7-0,0-1-13], [3:0-1-13,0-0-0], [4:0-1-11,0-0-7] 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 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2-4 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 2-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=66/Mechanical, 2=170/0-3-0 Max Horz 2=27(LC 7) Max Uplift 4=-24(LC 7), 2=-75(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 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) 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J15 Truss Type Jack-Closed Qty 2 Ply 1 WF86 Job Reference (optional) I39639795 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:22 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-ahL3P8BOwd??0pmcPKcutZaE2niibpP7DYCy7Ty85vd Scale = 1:11.9 1 2 3 4 5 6 2x4 2x4 3x4 5-3-11 5-3-11 -1-0-0 1-0-0 5-3-11 5-3-11 0-3-141-7-123.00 12 Plate Offsets (X,Y)-- [2:0-2-12,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-P 0.38 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.06 0.00 (loc) 2-4 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 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 5-3-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=194/Mechanical, 2=276/0-3-0 Max Horz 2=49(LC 7) Max Uplift 4=-77(LC 7), 2=-111(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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-1-15 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) 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) 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J16 Truss Type Jack-Closed Qty 2 Ply 1 WF86 Job Reference (optional) I39639796 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:23 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-2tvRdUC0hx7seyLoz187Qm7T2B4sKGfHSCxWfvy85vc Scale = 1:8.5 1 2 3 4 5 2x4 2x4 3x4 3-3-11 3-3-11 -1-0-0 1-0-0 3-3-11 3-3-11 0-3-141-1-123.00 12 Plate Offsets (X,Y)-- [2:0-2-12,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-P 0.10 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 2-4 2-4 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 3-3-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=109/Mechanical, 2=201/0-3-0 Max Horz 2=34(LC 7) Max Uplift 4=-42(LC 7), 2=-85(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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-1-15 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) 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) 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J17 Truss Type Jack-Closed Qty 1 Ply 1 WF86 Job Reference (optional) I39639797 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:23 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-2tvRdUC0hx7seyLoz187Qm7TKB3QKGfHSCxWfvy85vc Scale = 1:6.0 1 2 3 3x4 1-3-11 1-3-11 1-3-11 1-3-11 0-3-140-7-123.00 12 Plate Offsets (X,Y)-- [1:0-2-12,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-P 0.09 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1-3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=50/0-3-0, 3=52/Mechanical Max Horz 1=14(LC 7) Max Uplift 1=-23(LC 7), 3=-28(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 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) 3. 6) Two 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J18 Truss Type Jack-Closed Qty 1 Ply 1 WF86 Job Reference (optional) I39639798 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:24 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-W4TpqqCeSFFiG6w_XlfMy_ge4bQY3jvQgsh3BLy85vb Scale = 1:6.0 1 2 3 4 3x4 1-3-11 1-3-11 -1-0-0 1-0-0 1-3-11 1-3-11 0-3-140-7-123.00 12 Plate Offsets (X,Y)-- [2:0-2-12,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-P 0.09 0.03 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: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=137/0-3-0, 4=27/Mechanical Max Horz 2=23(LC 7) Max Uplift 2=-70(LC 7), 4=-14(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 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J19 Truss Type Jack-Closed Qty 1 Ply 1 WF86 Job Reference (optional) I39639799 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:25 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-_G1B2ADHDYNZtGVB4SAbVBCpu?mdoA9avWQckoy85va Scale = 1:18.1 1 2 3 5 42x4 3x4 2x4 2x4 1-10-15 1-10-15 -1-0-0 1-0-0 1-10-15 1-10-15 1-0-142-11-1312.00 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 0.08 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: 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 1-10-15 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=41/Mechanical Max Horz 5=79(LC 11) Max Uplift 4=-62(LC 11) Max Grav 5=158(LC 1), 4=56(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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J20 Truss Type Jack-Closed Qty 1 Ply 1 WF86 Job Reference (optional) I39639800 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:26 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-TSbaFWEv_sVQVQ3NeAhq1PlyfP56Xdxj8AAAGEy85vZ Scale = 1:28.1 1 2 3 5 4 6 7 2x4 3x4 2x4 4x4 3-10-15 3-10-15 -1-0-0 1-0-0 3-10-15 3-10-15 1-0-144-11-1312.00 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 0.21 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: 22 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=224/0-3-8, 4=134/Mechanical Max Horz 5=139(LC 11) Max Uplift 4=-109(LC 11) Max Grav 5=224(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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 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=109. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J21 Truss Type Jack-Closed Qty 1 Ply 1 WF86 Job Reference (optional) I39639801 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:27 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-xf9yTsFXl9dH7aeZCtC3acI33oOHG3GtNqvjogy85vY Scale = 1:40.1 1 2 3 5 4 6 7 2x4 3x4 2x4 4x4 5-9-7 5-9-7 -1-0-0 1-0-0 5-9-7 5-9-7 1-0-146-10-512.00 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 0.49 0.22 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.08 -0.00 (loc) 5 4-5 4 l/defl **** >803 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 5-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=296/0-3-8, 4=213/Mechanical Max Horz 5=196(LC 11) Max Uplift 4=-152(LC 11) Max Grav 5=296(LC 1), 4=238(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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-7-11 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=152. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J22 Truss Type Jack-Closed Qty 1 Ply 1 WF86 Job Reference (optional) I39639802 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:27 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-xf9yTsFXl9dH7aeZCtC3acI58oPIG4ltNqvjogy85vY Scale = 1:33.3 1 2 3 5 4 6 7 2x4 3x4 2x4 4x4 4-11-13 4-11-13 -1-0-0 1-0-0 4-11-13 4-11-13 1-0-146-0-1012.00 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 0.35 0.16 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.04 -0.00 (loc) 5 4-5 4 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 4-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=265/0-3-8, 4=179/Mechanical Max Horz 5=172(LC 11) Max Uplift 4=-134(LC 11) Max Grav 5=265(LC 1), 4=202(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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-10-1 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=134. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J23 Truss Type Jack-Closed Qty 1 Ply 1 WF86 Job Reference (optional) I39639803 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:28 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-PrjKgCG9WTl8kkDmmajI7qqLpCnl?Xk0bUfGK6y85vX Scale = 1:18.1 1 2 4 32x4 3x4 2x4 3x4 1-10-15 1-10-15 1-10-15 1-10-15 1-0-142-11-1312.00 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 0.04 0.02 0.01 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: 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 1-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=65/0-3-8, 3=65/Mechanical Max Horz 4=49(LC 11) Max Uplift 3=-64(LC 11) Max Grav 4=71(LC 20), 3=77(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) 3. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J24 Truss Type Jack-Closed Qty 1 Ply 1 WF86 Job Reference (optional) I39639804 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:28 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-PrjKgCG9WTl8kkDmmajI7qqI2Cmb?XX0bUfGK6y85vX Scale = 1:28.1 1 2 4 3 5 2x4 3x4 2x4 4x4 3-10-15 3-10-15 3-10-15 3-10-15 1-0-144-11-1312.00 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 0.21 0.09 0.02 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: 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 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=145/0-3-8, 3=145/Mechanical Max Horz 4=109(LC 11) Max Uplift 3=-110(LC 11) Max Grav 4=145(LC 1), 3=163(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 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) 3=110. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J25 Truss Type Jack-Closed Qty 1 Ply 1 WF86 Job Reference (optional) I39639805 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:29 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-t1GitYGnHnt?MtoyJIEXf1NOuc4lkzy9q8OqtZy85vW Scale = 1:40.1 1 2 4 3 5 6 2x4 3x4 2x4 4x4 5-9-7 5-9-7 5-9-7 5-9-7 1-0-146-10-512.00 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 0.53 0.22 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.08 -0.00 (loc) 4 3-4 3 l/defl **** >805 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 5-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=220/0-3-8, 3=220/Mechanical Max Horz 4=166(LC 11) Max Uplift 3=-153(LC 11) Max Grav 4=220(LC 1), 3=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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-7-11 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=153. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J26 Truss Type Jack-Closed Qty 1 Ply 1 WF86 Job Reference (optional) I39639806 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:30 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-LEq45tHP24?s_1N8t?mmCFvc10R?TReJ3o8NP?y85vV Scale = 1:33.4 1 2 4 3 5 6 2x4 3x4 2x4 4x4 4-11-13 4-11-13 4-11-13 4-11-13 1-0-146-0-1112.00 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 0.38 0.16 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.04 -0.00 (loc) 4 3-4 3 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 4-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=188/0-3-8, 3=188/Mechanical Max Horz 4=142(LC 11) Max Uplift 3=-134(LC 11) Max Grav 4=188(LC 1), 3=210(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 4-10-1 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) 3=134. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J27 Truss Type Jack-Closed Qty 1 Ply 1 WF86 Job Reference (optional) I39639807 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:31 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-pQOTIDI1pO8jbByKRjH?kSSquQpyCuOSIStxxRy85vU Scale = 1:23.5 1 2 4 3 2x4 3x4 2x4 3x4 2-11-13 2-11-13 2-11-13 2-11-13 1-0-144-0-1112.00 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 0.11 0.05 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 4 3-4 3 l/defl **** >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 2-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=108/0-3-8, 3=108/Mechanical Max Horz 4=81(LC 11) Max Uplift 3=-88(LC 11) Max Grav 4=108(LC 20), 3=123(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) 3. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J28 Truss Type Jack-Closed Qty 1 Ply 1 WF86 Job Reference (optional) I39639808 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:31 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-pQOTIDI1pO8jbByKRjH?kSSqpQpyCuESIStxxRy85vU Scale = 1:23.5 1 2 3 5 4 6 2x4 3x4 2x4 3x4 2-11-13 2-11-13 -1-0-0 1-0-0 2-11-13 2-11-13 1-0-144-0-1012.00 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 0.12 0.05 0.03 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: 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 2-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=191/0-3-8, 4=93/Mechanical Max Horz 5=111(LC 11) Max Uplift 4=-87(LC 11) Max Grav 5=191(LC 1), 4=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 Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-10-1 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J29 Truss Type Jack-Closed Qty 1 Ply 1 WF86 Job Reference (optional) I39639809 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:32 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-HcyrWZJgaiGaDLXX?QoEHg??7p9PxLucW6dUUuy85vT Scale: 3/4"=1' 1 2 3 5 42x4 3x4 2x4 2x4 1-5-13 1-5-13 -1-0-0 1-0-0 1-5-13 1-5-13 1-0-142-6-1012.00 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 0.08 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: 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 1-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=149/0-3-8, 4=15/Mechanical Max Horz 5=66(LC 11) Max Uplift 4=-51(LC 11) Max Grav 5=149(LC 1), 4=33(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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J30 Truss Type Jack-Closed Qty 1 Ply 1 WF86 Job Reference (optional) I39639810 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:33 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-loWDjvJIL?ORrV6jY8JTptXBoDUpgo8llmM10Ky85vS Scale: 3/4"=1' 1 2 4 32x4 2x4 2x4 2x4 1-5-13 1-5-13 1-5-13 1-5-13 1-0-142-6-1112.00 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 0.02 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 4 4 3 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 1-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=48/0-3-8, 3=48/Mechanical Max Horz 4=36(LC 11) Max Uplift 3=-54(LC 11) Max Grav 4=56(LC 20), 3=58(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) 3. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J31 Truss Type Jack-Closed Qty 4 Ply 1 WF86 Job Reference (optional) I39639811 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:33 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-loWDjvJIL?ORrV6jY8JTptXAGDUPgolllmM10Ky85vS Scale = 1:22.8 1 2 3 5 4 6 2x4 3x4 2x4 4x4 3-0-4 3-0-4 -1-0-0 1-0-0 3-0-4 3-0-4 0-10-33-10-712.00 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 0.12 0.05 0.03 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: 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 3-0-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=192/0-3-8, 4=95/Mechanical Max Horz 5=112(LC 11) Max Uplift 4=-79(LC 11) Max Grav 5=192(LC 1), 4=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 Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-10-8 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 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J32 Truss Type Jack-Closed Qty 4 Ply 1 WF86 Job Reference (optional) I39639812 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:34 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-E?4bxFKw5JWISfhv6rqiM54Lcdq0PFNv_Q6bYmy85vR Scale = 1:16.6 1 2 3 5 4 3x10 2x4 2x4 1-9-7 1-9-7 -1-0-0 1-0-0 1-9-7 1-9-7 0-10-32-7-912.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-0-13], [2:0-1-12,0-1-12], [5:0-0-0,0-1-12] 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 0.08 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: 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 1-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=155/0-3-8, 4=33/Mechanical Max Horz 5=75(LC 11) Max Uplift 4=-47(LC 11) Max Grav 5=155(LC 1), 4=46(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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J33 Truss Type Jack-Closed Qty 4 Ply 1 WF86 Job Reference (optional) I39639813 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:35 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-iBez8bLYsde94oF6gZLxvIdWK1AG8hd2C4r84Cy85vQ Scale = 1:16.5 1 2 3 5 4 3x6 2x4 2x4 2-0-15 2-0-14 -1-0-4 1-0-4 2-0-15 2-0-15 0-9-42-7-1210.84 12 Plate Offsets (X,Y)-- [2:0-1-9,0-1-12], [5:0-0-0,0-1-12] 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 0.08 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: 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 2-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=164/0-3-7, 4=49/Mechanical Max Horz 5=76(LC 11) Max Uplift 5=-3(LC 11), 4=-45(LC 11) Max Grav 5=164(LC 1), 4=59(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) One 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J34 Truss Type Jack-Closed Qty 4 Ply 1 WF86 Job Reference (optional) I39639814 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:36 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-ANBMLxMAdwm0iyqIEGsARW9h4RWet8tBRkbidfy85vP Scale = 1:13.5 1 2 3 5 4 3x6 2x4 2x4 1-4-15 1-4-14 -1-0-4 1-0-4 1-4-15 1-4-15 0-9-42-0-810.84 12 Plate Offsets (X,Y)-- [2:0-1-9,0-1-12], [5:0-0-0,0-1-12] 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 0.08 0.01 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 1-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=151/0-3-7, 4=8/Mechanical Max Horz 5=58(LC 11) Max Uplift 5=-10(LC 11), 4=-28(LC 11) Max Grav 5=151(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 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) One 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J35 Truss Type Jack-Closed Qty 1 Ply 1 WF86 Job Reference (optional) I39639815 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:36 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-ANBMLxMAdwm0iyqIEGsARW9eJRV3t8HBRkbidfy85vP Scale = 1:30.0 1 2 3 5 4 2x4 3x4 2x4 4x4 4-4-2 4-4-2 -1-0-2 1-0-2 4-4-2 4-4-2 1-0-145-4-911.90 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 0.26 0.12 0.04 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: 24 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 4-4-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=241/0-3-8, 4=152/Mechanical Max Horz 5=151(LC 11) Max Uplift 4=-118(LC 11) Max Grav 5=241(LC 1), 4=173(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) -1-0-2 to 3-2-13, Exterior(2) 3-2-13 to 4-2-6 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J36 Truss Type Jack-Closed Qty 2 Ply 1 WF86 Job Reference (optional) I39639816 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:37 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-ealkZHNoOEusJ6PUnzOP_jiqQqrTcbbLgNKF95y85vO Scale = 1:29.2 1 2 3 5 4 2x4 3x4 2x4 4x4 4-2-0 4-2-0 -1-0-2 1-0-2 4-2-0 4-2-0 1-0-145-2-711.90 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 0.24 0.10 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 4-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=235/0-3-8, 4=145/Mechanical Max Horz 5=146(LC 11) Max Uplift 4=-113(LC 11) Max Grav 5=235(LC 1), 4=165(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) -1-0-2 to 3-2-13, Exterior(2) 3-2-13 to 4-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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=113. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J37 Truss Type Jack-Closed Qty 2 Ply 1 WF86 Job Reference (optional) I39639817 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:37 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-ealkZHNoOEusJ6PUnzOP_jirrqs8cbhLgNKF95y85vO Scale = 1:25.0 1 2 3 5 4 2x4 3x4 2x4 3x4 3-3-14 3-3-14 -1-0-2 1-0-2 3-3-14 3-3-14 1-0-144-4-611.90 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 0.15 0.06 0.03 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: 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 3-3-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=204/0-3-8, 4=108/Mechanical Max Horz 5=120(LC 11) Max Uplift 4=-94(LC 11) Max Grav 5=204(LC 1), 4=126(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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J38 Truss Type Jack-Closed Qty 2 Ply 1 WF86 Job Reference (optional) I39639818 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:38 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-6mJ6mcNQ9Y0jxG_hLhveWxF?fEBxL2uUv14ohXy85vN Scale = 1:27.9 1 2 3 5 4 2x4 3x4 2x4 4x4 3-10-13 3-10-13 -1-0-2 1-0-2 3-10-13 3-10-13 1-0-144-11-511.90 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: 22 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 3-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=225/0-3-8, 4=133/Mechanical Max Horz 5=138(LC 11) Max Uplift 4=-107(LC 11) Max Grav 5=225(LC 1), 4=153(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) -1-0-2 to 3-2-13, Exterior(2) 3-2-13 to 3-9-1 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 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=107. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J39 Truss Type Jack-Closed Qty 1 Ply 1 WF86 Job Reference (optional) I39639819 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:39 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-aytU_yO3wr8aZQZtvOQt38nBqeXV4Vde7hpMD_y85vM Scale = 1:14.3 1 2 3 4 2x4 2x4 4x4 2-2-9 2-2-9 -1-6-12 1-6-12 2-2-9 2-2-9 0-6-131-11-137.68 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-7], [2:0-5-0,0-0-14], [2:0-1-1,0-2-0] 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 0.07 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: 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 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=26/Mechanical, 2=229/0-4-9 Max Horz 2=67(LC 11) Max Uplift 4=-17(LC 11), 2=-44(LC 11) Max Grav 4=33(LC 18), 2=229(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) 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J40 Truss Type Jack-Closed Qty 1 Ply 1 WF86 Job Reference (optional) I39639820 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:40 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-29RsBIPhh9GRAa83T6x6cMKME2sVpytnMLZvmQy85vL Scale = 1:14.4 1 2 3 4 2x4 2x4 2x4 0-2-2 0-2-2 2-6-0 2-3-14 -1-3-10 1-3-10 2-6-0 2-6-0 0-4-101-11-137.68 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 0.14 0.08 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: 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 2-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=52/Mechanical, 2=210/0-5-7 Max Horz 2=67(LC 11) Max Uplift 4=-21(LC 11), 2=-39(LC 11) Max Grav 4=57(LC 18), 2=210(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, 2. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J41 Truss Type Jack-Closed Qty 3 Ply 1 WF86 Job Reference (optional) I39639821 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-WL?EPeQJSTOIojjF0pSL8ZtZ7SDjYP6wb?ISIsy85vK Scale = 1:14.9 1 2 3 4 2x4 2x4 2x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-4-132-0-1310.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0] 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 0.06 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2 l/defl **** >999 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=56/Mechanical, 2=152/0-3-8 Max Horz 2=69(LC 11) Max Uplift 4=-27(LC 11), 2=-20(LC 11) Max Grav 4=60(LC 18), 2=152(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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J42 Truss Type Jack-Closed Qty 1 Ply 1 WF86 Job Reference (optional) I39639822 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-WL?EPeQJSTOIojjF0pSL8ZtXJSChYP6wb?ISIsy85vK Scale = 1:17.1 1 2 3 4 2x4 2x4 4x4 3-1-0 3-1-0 -1-6-12 1-6-12 3-1-0 3-1-0 0-6-132-6-87.68 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-7], [2:0-5-0,0-0-14], [2:0-1-1,0-2-0] 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 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 0.00 (loc) 2 2-4 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 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=77/Mechanical, 2=248/0-4-8 Max Horz 2=84(LC 11) Max Uplift 4=-34(LC 11), 2=-40(LC 11) Max Grav 4=83(LC 18), 2=248(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) 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J43 Truss Type Jack-Closed Qty 7 Ply 1 WF86 Job Reference (optional) I39639823 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:42 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-?XZdc_QxDmW9QtISaXzahnPjbrZhHsM4pf20qIy85vJ Scale = 1:17.7 1 2 3 4 5 2x4 2x4 2x4 2-8-0 2-8-0 -1-0-0 1-0-0 2-8-0 2-8-0 0-4-132-7-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0] 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 0.08 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 2-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=78/Mechanical, 2=180/0-3-8 Max Horz 2=85(LC 11) Max Uplift 4=-41(LC 11), 2=-17(LC 11) Max Grav 4=85(LC 18), 2=180(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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-6-4 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) 4. 6) 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss J44 Truss Type Jack-Closed Qty 1 Ply 1 WF86 Job Reference (optional) I39639824 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:42 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-?XZdc_QxDmW9QtISaXzahnPjXrZhHsM4pf20qIy85vJ Scale: 3/4"=1' 1 2 32x4 2x4 2x4 2-8-0 2-8-0 2-8-0 2-8-0 0-4-132-7-810.00 12 Plate Offsets (X,Y)-- [1:0-2-1,0-1-0] 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 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1-3 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 2-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=95/0-3-8, 3=95/Mechanical Max Horz 1=65(LC 11) Max Uplift 3=-49(LC 11) Max Grav 1=95(LC 1), 3=101(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) 3. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss K1 Truss Type Common Supported Gable Qty 1 Ply 1 WF86 Job Reference (optional) I39639825 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:47 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-LVMWfhU42J9SWeAPN4ZlOq7ZKsGVy5upzxlnVWy85vE Scale = 1:48.9 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x10 4x4 3x10 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-0-0 14-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 14-0-0 7-0-0 15-0-0 1-0-0 0-10-37-10-20-10-312.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-12], [2:0-5-0,0-0-13], [10:0-1-12,0-1-12], [10:0-5-0,0-0-13], [12:0-0-0,0-1-12], [20:0-0-0,0-1-12] 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 0.08 0.06 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 74 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. REACTIONS.All bearings 14-0-0. (lb) - Max Horz 20=155(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 12, 17, 18, 15, 14 except 20=-104(LC 7), 19=-155(LC 11), 13=-144(LC 12) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 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 Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 7-0-0, Corner(3) 7-0-0 to 10-0-0, Exterior(2) 10-0-0 to 15-0-0 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) 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) 12, 17, 18, 15, 14 except (jt=lb) 20=104, 19=155, 13=144. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss K2 Truss Type Common Qty 2 Ply 1 WF86 Job Reference (optional) I39639826 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Dec 18 10:43:37 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-DouGviDTIKexj3HDiVDRFiVvXAo4dp015dmHbOy7lj4 Scale = 1:50.1 1 2 3 4 7 6 5 8 9 10 11 12 13 4x4 4x9 3x10 1x4 7-0-0 7-0-0 14-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 14-0-0 7-0-0 0-10-37-10-20-10-312.00 12 Plate Offsets (X,Y)-- [3:0-1-4,0-2-0], [4:0-1-12,0-1-12], [4:Edge,0-3-8], [5:0-0-0,0-1-12], [7:0-5-11,0-1-8] 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-R 0.62 0.41 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 0.01 (loc) 6-7 6-7 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 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-7: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=622/0-3-8, 5=542/Mechanical Max Horz 7=148(LC 10) Max Uplift 7=-81(LC 11), 5=-67(LC 11) Max Grav 7=658(LC 18), 5=593(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-631/92, 8-9=-500/100, 3-9=-498/122, 3-10=-489/119, 10-11=-502/96, 4-11=-625/96, 2-7=-588/171, 4-5=-510/127 BOT CHORD 7-12=-22/377, 6-12=-22/377, 6-13=-22/377, 5-13=-22/377 WEBS 3-6=0/384 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-0-0, Exterior(2) 7-0-0 to 10-0-0, Interior(1) 10-0-0 to 13-10-4 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 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 81 lb uplift at joint 7 and 67 lb uplift at joint 5. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss K3 Truss Type Roof Special Qty 1 Ply 1 WF86 Job Reference (optional) I39639827 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:48 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-phwut1ViocHJ8olcxn4_w2fh7GashYYyCbVK2yy85vD Scale = 1:41.9 1 2 3 4 5 9 8 7 6 10 11 4x4 4x8 2x4 3x4 2x4 4x8 2x4 5x6 5-3-4 5-3-4 8-11-2 3-7-14 12-2-0 3-2-14 -1-0-0 1-0-0 5-3-4 5-3-4 8-11-2 3-7-14 12-2-0 3-2-14 1-0-142-8-46-4-22-8-412.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [4:0-5-4,0-2-0] 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 0.27 0.18 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.01 (loc) 7-8 8-9 6 l/defl >999 >999 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 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 (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=472/Mechanical, 9=547/0-3-8 Max Horz 9=123(LC 11) Max Uplift 6=-67(LC 12), 9=-66(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-466/98, 3-4=-416/113, 2-9=-499/135 BOT CHORD 7-8=-105/469, 6-7=-104/473 WEBS 4-8=-268/94, 4-6=-578/126 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-3-4, Exterior(2) 5-3-4 to 8-3-4, Interior(1) 8-3-4 to 12-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss K4 Truss Type Roof Special Qty 1 Ply 1 WF86 Job Reference (optional) I39639828 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:49 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-HtUG4NWKZwP9myKoUVbDTFCsvgvFQ?U6QFEuaPy85vC Scale = 1:41.9 1 2 3 4 5 9 8 7 6 10 11 4x4 4x8 2x4 3x4 2x4 4x8 2x4 5x6 5-3-4 5-3-4 9-11-1 4-7-13 12-2-0 2-2-15 -1-0-0 1-0-0 5-3-4 5-3-4 9-11-1 4-7-13 12-2-0 2-2-15 1-0-141-8-56-4-21-8-512.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [4:0-5-4,0-2-0] 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 0.27 0.23 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.04 0.01 (loc) 7-8 7-8 6 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 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 (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=472/Mechanical, 9=547/0-3-8 Max Horz 9=114(LC 8) Max Uplift 6=-62(LC 12), 9=-69(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-469/102, 3-4=-444/104, 2-9=-501/139 BOT CHORD 7-8=-131/627, 6-7=-128/633 WEBS 4-8=-395/142, 4-6=-740/151 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-3-4, Exterior(2) 5-3-4 to 8-3-4, Interior(1) 8-3-4 to 12-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss L1 Truss Type Common Structural Gable Qty 1 Ply 1 WF86 Job Reference (optional) I39639829 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-m42eHjXyKEX0N6v_2C7S0Tk?n4Fx9UmFfv_R6ry85vB Scale: 1/4"=1' 1 2 3 4 5 12 11 9 7 6 19 20 21 22 10 8 4x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x10 5x10 3-2-0 3-2-0 6-4-0 3-2-0 9-6-0 3-2-0 12-8-0 3-2-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 13-8-0 1-0-0 0-10-37-2-30-10-312.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-12], [3:0-2-0,0-1-12], [4:0-1-12,0-1-12], [4:Edge,0-3-8], [6:0-0-0,0-1-12], [12:0-0-0,0-1-12] 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 0.39 0.20 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.02 0.01 (loc) 9 9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 64 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 10-0-0 oc bracing. REACTIONS.All bearings 3-5-8 except (jt=length) 10=0-3-8, 8=0-3-8. (lb) - Max Horz 12=-142(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 12, 6 except 11=-173(LC 11), 7=-174(LC 12) Max Grav All reactions 250 lb or less at joint(s) 11, 7, 10, 8 except 12=482(LC 19), 6=481(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-454/137, 3-4=-452/135, 2-12=-472/184, 4-6=-472/184 BOT CHORD 11-12=-25/269, 10-11=-25/269, 9-10=-25/269, 8-9=-25/269, 7-8=-25/269, 6-7=-25/269 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-0, Exterior(2) 6-4-0 to 9-4-0, Interior(1) 9-4-0 to 13-8-0 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) Gable studs spaced at 2-0-0 oc. 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) except (jt=lb) 11=173. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss L2 Truss Type Common Qty 1 Ply 1 WF86 Job Reference (optional) I39639830 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:51 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-EGb0V3Xa5Xft?GUAcwehYgHAFUZCuwQPuZj_fHy85vA Scale = 1:44.4 1 2 3 4 5 8 7 6 9 10 11 12 13 14 4x4 2x4 3x10 3x10 6-4-0 6-4-0 12-8-0 6-4-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 13-8-0 1-0-0 0-10-37-2-30-10-312.00 12 Plate Offsets (X,Y)-- [2:0-5-11,0-1-8], [3:0-2-0,0-1-12], [4:0-5-11,0-1-8] 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-R 0.41 0.33 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 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)8=564/0-3-8, 6=564/0-3-8 Max Horz 8=-142(LC 9) Max Uplift 8=-74(LC 11), 6=-74(LC 12) Max Grav 8=587(LC 18), 6=587(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-561/110, 3-4=-561/110, 2-8=-527/161, 4-6=-527/161 BOT CHORD 7-8=-11/344, 6-7=-11/344 WEBS 3-7=0/336 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-0, Exterior(2) 6-4-0 to 9-4-0, Interior(1) 9-4-0 to 13-8-0 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) * 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) 8 and 6. This connection is for uplift only and does not consider lateral forces. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss L3 Truss Type Common Qty 3 Ply 1 WF86 Job Reference (optional) I39639831 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Dec 18 10:43:59 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-Z1EaWDUG75QpMSzS?7cc8KQhC2LxnmgG925RM7y7lik Scale = 1:44.0 1 2 3 6 5 4 7 8 9 10 3x10 4x4 3x10 1x4 6-4-0 6-4-0 12-8-0 6-4-0 6-4-0 6-4-0 12-8-0 6-4-0 0-10-27-2-30-10-312.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-12], [1:0-5-0,0-0-12], [2:0-2-0,0-1-8], [3:0-1-12,0-1-12], [3:0-2-6,0-0-8], [4:0-0-0,0-1-12], [6:0-0-0,0-1-12] 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 0.48 0.30 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.01 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 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)6=495/Mechanical, 4=495/0-3-8 Max Horz 6=120(LC 8) Max Uplift 6=-62(LC 12), 4=-62(LC 11) Max Grav 6=533(LC 19), 4=533(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-559/87, 2-7=-449/108, 2-8=-446/108, 3-8=-559/87, 1-6=-456/119, 3-4=-456/120 BOT CHORD 6-9=-20/337, 5-9=-20/337, 5-10=-20/337, 4-10=-20/337 WEBS 2-5=0/327 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-4-0, Exterior(2) 6-4-0 to 9-4-0, Interior(1) 9-4-0 to 12-6-4 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 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 62 lb uplift at joint 6 and 62 lb uplift at joint 4. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss M1 Truss Type Monopitch Qty 4 Ply 1 WF86 Job Reference (optional) I39639832 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:52 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-iS9PiPYCsrnkdQ3NAd9w5uqDYtvQdOrY7DTYBjy85v9 Scale = 1:21.3 1 2 3 4 5 6 7 2x4 2x4 2x4 6-3-0 6-3-0 -1-0-0 1-0-0 6-3-0 6-3-0 6-4-8 0-1-8 0-4-33-6-73-5-116.00 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-P 0.95 0.27 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.11 -0.11 0.00 (loc) 2-5 2-5 l/defl >655 >624 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=354/Mechanical, 2=482/0-3-0 Max Horz 2=109(LC 11) Max Uplift 5=-76(LC 11), 2=-43(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-294/131 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-8 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 6) 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss M2 Truss Type Monopitch Qty 1 Ply 1 WF86 Job Reference (optional) I39639833 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Dec 18 10:44:31 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-dB9gEAtKawSGBNPctrB6R4lBexHmHFkzW1s8UGy7liE Scale: 1/2"=1' 1 2 3 4 7 65 8 9 2x4 3x4 3x4 3x4 4x6 6-4-8 6-4-8 6-8-8 0-4-0 -1-0-0 1-0-0 6-4-8 6-4-8 6-8-8 0-4-0 0-4-33-8-72-8-71-0-06.00 12 Plate Offsets (X,Y)-- [5:0-1-12,0-0-0], [6:0-0-0,0-1-12], [6:0-3-0,0-0-12] 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-R 0.38 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.10 -0.00 (loc) 2-7 2-7 6 l/defl >999 >734 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=-287/0-3-8, 2=302/0-3-0, 6=568/0-3-8 Max Horz 2=112(LC 11) Max Uplift 5=-287(LC 1), 2=-36(LC 11), 6=-215(LC 11) Max Grav 5=129(LC 11), 2=302(LC 1), 6=568(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-224/388 BOT CHORD 3-6=-588/360 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-6-12 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 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) 5 and 2. This connection is for uplift only and does not consider lateral forces. 5) H10A 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss M3 Truss Type Monopitch Structural Gable Qty 1 Ply 1 WF86 Job Reference (optional) I39639834 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:53 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-AfjnwlZrd9vbEZeZjKg9d5MbpHJVMqliLtC5jAy85v8 Scale = 1:17.7 1 2 3 5 4 2x4 3x4 2x4 3x4 1-11-10 1-11-10 2-0-0 0-0-6 -1-0-0 1-0-0 2-0-0 2-0-0 0-10-32-10-312.00 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 0.08 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: 12 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=45/0-2-10, 5=160/0-3-8 Max Horz 5=81(LC 11) Max Uplift 4=-53(LC 11) Max Grav 4=58(LC 18), 5=160(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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 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 at joint(s) 4. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 4. This connection is for uplift only and does not consider lateral forces. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss M4 Truss Type Monopitch Qty 3 Ply 1 WF86 Job Reference (optional) I39639835 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:54 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-erH975aTOS1SsjClH2BOAJvkfheA5E0raXyeFcy85v7 Scale = 1:52.5 1 2 3 4 7 6 5 8 9 2x4 3x4 3x4 3x4 4x4 3x6 4-7-0 4-7-0 9-2-0 4-7-0 -1-0-0 1-0-0 4-7-0 4-7-0 9-2-0 4-7-0 0-10-148-6-910.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-8], [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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.20 0.12 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.02 0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 53 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* 2-7: 2x8 SP 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)5=343/0-3-8, 7=433/0-3-8 Max Horz 7=248(LC 11) Max Uplift 5=-181(LC 11) Max Grav 5=366(LC 18), 7=433(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-340/0, 2-7=-395/24 BOT CHORD 6-7=-256/275 WEBS 3-5=-320/161 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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) 5. This connection is for uplift only and does not consider lateral forces. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss M5 Truss Type Monopitch Qty 1 Ply 1 WF86 Job Reference (optional) I39639836 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:55 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-61rXLRb59m9JUtnyrlidjWSqu5x7qka_pBhCo2y85v6 Scale = 1:21.3 1 2 3 4 5 2x4 2x4 2x4 6-3-0 6-3-0 6-3-0 6-3-0 6-4-8 0-1-8 0-4-33-6-73-5-116.00 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-P 0.56 0.27 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.11 -0.11 0.00 (loc) 1-4 1-4 l/defl >655 >624 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 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)1=359/0-3-0, 4=364/Mechanical Max Horz 1=97(LC 11) Max Uplift 1=-21(LC 11), 4=-78(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-304/136 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) 0-1-8 to 3-1-8, Interior(1) 3-1-8 to 6-4-8 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) 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) 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss P1 Truss Type Piggyback Qty 2 Ply 1 WF86 Job Reference (optional) I39639837 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:56 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-aEPvYmbjw4HA51M8PTDsFk_5MVJBZA081rRlKVy85v5 Scale = 1:44.3 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 3x4 16-11-7 16-11-7 8-5-11 8-5-11 16-11-7 8-5-11 0-4-136-11-47-0-120-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [6:0-2-1,0-1-8] 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 0.15 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 57 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 15-8-5. (lb) - Max Horz 2=133(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2 except 11=-177(LC 11), 8=-176(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=360(LC 21), 11=425(LC 18), 8=425(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-290/194, 5-8=-289/194 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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 8-5-11, Exterior(2) 8-5-11 to 11-5-11, Interior(1) 11-5-11 to 16-8-11 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) 2 except (jt=lb) 11=177, 8=176. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss P2 Truss Type Piggyback Qty 7 Ply 1 WF86 Job Reference (optional) I39639838 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:05 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-pySJRriMorQugPYtQsuz6dsd57NIAFFT6k7k7Ty85uy Scale = 1:43.8 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 4x4 3x4 5x6 2x4 2x4 2x4 2x4 3x4 16-11-7 16-11-7 8-5-11 8-5-11 16-11-7 8-5-11 0-4-136-11-47-0-120-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [6:0-2-1,0-1-8], [9:0-3-0,0-0-4], [9:0-0-0,0-1-12], [10:0-1-12,0-0-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.15 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 57 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 15-8-5. (lb) - Max Horz 2=-133(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2 except 11=-177(LC 11), 8=-176(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 10=355(LC 21), 11=425(LC 18), 8=425(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-290/194, 5-8=-289/194 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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 8-5-11, Exterior(2) 8-5-11 to 11-5-11, Interior(1) 11-5-11 to 16-8-11 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) 2 except (jt=lb) 11=177, 8=176. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss P3 Truss Type PIGGYBACK Qty 1 Ply 2 WF86 Job Reference (optional) I39639839 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:13 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-aVxL6aoOwIQmee9PuX1rRJB0YL7L1tdey_39P?y85uq Scale = 1:45.5 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 4x4 3x4 5x6 2x4 2x4 2x4 2x4 3x4 16-11-7 16-11-7 8-5-11 8-5-11 16-11-7 8-5-12 0-4-136-11-47-0-120-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-0-0,0-0-0], [6:0-2-1,0-1-8], [9:0-1-12,0-0-0], [10:0-3-0,0-0-4], [10:0-0-0,0-1-12] 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 0.10 0.08 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 114 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 15-8-5. (lb) - Max Horz 2=133(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2 except 11=-177(LC 11), 8=-176(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=355(LC 21), 11=426(LC 18), 8=425(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-290/194, 5-8=-289/194 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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 8-5-11, Exterior(2) 8-5-11 to 11-5-11, Interior(1) 11-5-11 to 16-8-11 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) 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 11, 8, and 6. This connection is for uplift only and does not consider lateral forces. 10) Non Standard bearing condition. Review required. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss P4 Truss Type PIGGYBACK Qty 1 Ply 2 WF86 Job Reference (optional) I39639840 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:14 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-3hUjKwp0hcYcGokbSFY4_XkBMlUqmKunAeoiySy85up Scale = 1:41.6 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14 20 21 22 23 3x4 3x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 3x4 21-4-15 21-4-15 1-0-14 1-0-14 5-6-6 4-5-8 12-5-13 6-11-6 13-4-10 0-10-14 21-4-15 8-0-5 0-4-130-9-46-6-126-8-40-1-80-4-130-1-86-6-1210.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-2-0,0-1-13], [8:0-2-0,0-1-13], [9:0-2-0,0-1-13], [12:0-2-1,0-1-8] 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 0.09 0.06 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 12 12 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 135 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, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-1-13. (lb) - Max Horz 2=127(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 18, 19, 15, 12 except 16=-117(LC 11), 14=-147(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 12 except 16=375(LC 18), 18=351(LC 22), 19=273(LC 22), 15=389(LC 19), 14=280(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-18=-268/69 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) 0-2-12 to 4-0-14, Interior(1) 4-0-14 to 12-5-13, Exterior(2) 12-5-13 to 16-4-10, Interior(1) 16-4-10 to 21-2-3 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 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 studs spaced at 4-0-0 oc. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 18, 19, 15, 12 except (jt=lb) 16=117, 14=147. 11) Non Standard bearing condition. Review required. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss P5 Truss Type PIGGYBACK Qty 1 Ply 1 WF86 Job Reference (optional) I39639841 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:15 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-Xu25XGqeSvgTtyJo0y3JWkHKL9oFVkAxPIYGUuy85uo Scale = 1:51.3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 4x4 3x4 2x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 26-10-15 26-10-15 8-5-11 8-5-11 15-1-3 6-7-7 26-10-15 11-9-12 0-4-96-11-41-5-17-0-120-1-81-5-10-1-810.00 12 Plate Offsets (X,Y)-- [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 0.20 0.18 0.22 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: 84 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 (10-0-0 max.): 6-10, 11-18. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 26-0-3. (lb) - Max Horz 2=129(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 14, 13, 12 except 15=-158(LC 12), 17=-176(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2 except 15=390(LC 19), 16=501(LC 21), 17=426(LC 18), 14=290(LC 1), 13=306(LC 23), 12=359(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-16=-287/43, 3-17=-291/194, 5-15=-272/182 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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 8-5-11, Exterior(2) 8-5-11 to 11-5-11, Interior(1) 11-5-11 to 26-9-3 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 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 15, 16, 17, 14, 13, and 12. This connection is for uplift only and does not consider lateral forces. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss P6 Truss Type PIGGYBACK Qty 1 Ply 1 WF86 Job Reference (optional) I39639842 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:16 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-?4cTlcrGCDoKV6u_agaY3ypV9Y8UEBZ4eyHp0Ky85un Scale = 1:48.7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 4x4 4x6 2x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 26-10-15 26-10-15 8-5-11 8-5-11 12-8-6 4-2-11 26-10-15 14-2-9 0-4-96-11-43-5-17-0-120-1-83-5-10-1-810.00 12 Plate Offsets (X,Y)-- [5:0-2-8,Edge], [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 0.20 0.18 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 -0.00 (loc) 1 1 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 93 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 (10-0-0 max.): 5-9, 10-17. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 26-0-3. (lb) - Max Horz 2=147(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 13, 12, 11 except 14=-103(LC 12), 16=-176(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2 except 14=306(LC 19), 15=473(LC 18), 16=423(LC 18), 13=324(LC 1), 12=301(LC 23), 11=359(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-15=-272/26, 3-16=-289/193 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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 8-5-11, Exterior(2) 8-5-11 to 11-5-11, Interior(1) 11-5-11 to 26-9-3 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 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, 15, 13, 12, 11 except (jt=lb) 14=103, 16=176. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss P7 Truss Type PIGGYBACK Qty 1 Ply 1 WF86 Job Reference (optional) I39639843 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:17 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-TGAryysuzXwB7FTA7N6nc9MgwyTGzfJEsc1MYny85um Scale = 1:49.2 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 4x4 3x4 3x4 2x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 26-11-7 26-11-7 8-5-11 8-5-11 10-3-9 1-9-14 26-11-7 16-7-14 0-4-96-11-45-5-17-0-120-1-85-5-10-1-810.00 12 Plate Offsets (X,Y)-- [16:0-0-0,0-1-12], [16:0-3-0,0-0-4], [17:0-1-12,0-0-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.20 0.20 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 -0.00 (loc) 1 1 13 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 103 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 (10-0-0 max.): 5-11, 12-20. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 26-0-11. (lb) - Max Horz 2=181(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 18, 17, 15, 14, 13 except 19=-177(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2 except 18=420(LC 18), 19=426(LC 18), 17=404(LC 25), 15=403(LC 2), 14=375(LC 25), 13=454(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-19=-289/194, 6-17=-258/104 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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 8-5-11, Exterior(2) 8-5-11 to 10-3-9, Interior(1) 10-3-9 to 26-9-11 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, 18, 17, 15, 14, 13 except (jt=lb) 19=177. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss P8 Truss Type PIGGYBACK Qty 1 Ply 1 WF86 Job Reference (optional) I39639844 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:18 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-xTkEAIsWkq22kP2Nh4d08NvrqMpLi5hN5Gmw5Dy85ul Scale = 1:56.4 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 3x4 3x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 26-11-7 26-11-7 9-1-15 9-1-15 26-11-7 17-9-8 0-4-137-6-27-7-100-1-87-6-20-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13] 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 0.25 0.15 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.01 0.00 (loc) 1 1 13 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 116 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.): 4-11, 12-20. Except: 6-0-0 oc bracing: 11-20 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-20 REACTIONS.All bearings 26-0-6. (lb) - Max Horz 2=225(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 16, 18, 15, 14, 13 except 19=-201(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2 except 16=410(LC 2), 18=376(LC 2), 19=498(LC 18), 15=392(LC 2), 14=424(LC 2), 13=274(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-19=-323/218, 9-14=-250/91 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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 9-1-15, Exterior(2) 9-1-15 to 13-5-11, Interior(1) 13-5-11 to 26-9-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) 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) 16, 18, 15, 14, 13 except (jt=lb) 19=201. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss P9 Truss Type PIGGYBACK Qty 1 Ply 1 WF86 Job Reference (optional) I39639845 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:19 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-PfIcNet8V8BvMZdZFo8FhaRxtm2QRZFWKwWTdfy85uk Scale = 1:57.2 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 3x4 3x4 3x4 3x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x4 26-11-7 26-11-7 11-5-7 11-5-7 26-11-7 15-6-0 0-4-139-5-19-6-90-1-89-5-10-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [6:0-2-0,0-1-13], [8:0-3-0,0-3-0] 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 0.49 0.61 0.15 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: 123 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 (10-0-0 max.): 6-10, 11-19. Except: 6-0-0 oc bracing: 10-19 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-19, 9-12, 8-13, 7-14, 5-16 REACTIONS.All bearings 26-0-6. (lb) - Max Horz 2=283(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 14, 16 except 12=-114(LC 7), 17=-161(LC 11), 18=-134(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 13 except 12=716(LC 2), 14=446(LC 2), 16=417(LC 18), 17=416(LC 18), 18=284(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-342/299 WEBS 9-12=-367/116, 7-14=-262/99, 4-17=-272/186 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) 0-2-12 to 2-11-7, Interior(1) 2-11-7 to 11-5-7, Exterior(2) 11-5-7 to 15-8-6, Interior(1) 15-8-6 to 26-9-11 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 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) 2, 13, 14, 16 except (jt=lb) 12=114, 17=161, 18=134. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss P10 Truss Type PIGGYBACK Qty 1 Ply 1 WF86 Job Reference (optional) I39639846 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:57 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-2QzIm6cLhNP1jBxKyAl5oxXFuueCIb_HGVAJsxy85v4 Scale = 1:65.1 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 3x4 4x4 3x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 26-11-7 26-11-7 12-4-13 12-4-13 14-5-3 2-0-6 26-11-7 12-6-4 0-4-910-2-98-6-410-4-10-1-88-6-40-1-810.00 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-S 0.20 0.23 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 -0.00 (loc) 1 1 13 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 124 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 (10-0-0 max.): 7-11, 12-20. Except: 6-0-0 oc bracing: 11-20 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 11-20, 6-17, 8-15, 9-14, 10-13 REACTIONS.All bearings 26-0-11. (lb) - Max Horz 2=277(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 17, 15, 14, 13 except 18=-156(LC 11), 19=-161(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2 except 17=406(LC 18), 18=472(LC 18), 19=400(LC 18), 15=425(LC 25), 14=359(LC 2), 13=470(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-307/246 WEBS 5-18=-270/182, 3-19=-265/178, 8-15=-264/108, 10-13=-256/87 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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 12-4-13, Exterior(2) 12-4-13 to 14-5-3, Interior(1) 14-5-3 to 26-9-11 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, 17, 15, 14, 13 except (jt=lb) 18=156, 19=161. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss P11 Truss Type PIGGYBACK Qty 1 Ply 1 WF86 Job Reference (optional) I39639847 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:58 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-XcXgzSdzShXuLLWXWuGKK94QkI_U12CRV9wsONy85v3 Scale = 1:65.1 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 3x4 4x4 3x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 26-11-7 26-11-7 12-4-13 12-4-13 16-10-0 4-5-3 26-11-7 10-1-7 0-4-910-2-96-6-410-4-10-1-86-6-40-1-810.00 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-S 0.20 0.23 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 -0.00 (loc) 1 1 13 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 116 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 (10-0-0 max.): 8-11, 12-20. Except: 6-0-0 oc bracing: 11-20 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 11-20, 6-17 REACTIONS.All bearings 26-0-11. (lb) - Max Horz 2=243(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 17, 14, 13 except 18=-156(LC 11), 19=-161(LC 11), 15=-122(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2 except 17=434(LC 18), 18=474(LC 18), 19=400(LC 18), 15=422(LC 19), 14=365(LC 2), 13=468(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-262/204 WEBS 5-18=-272/182, 3-19=-264/178, 10-13=-256/87 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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 12-4-13, Exterior(2) 12-4-13 to 15-4-13, Interior(1) 15-4-13 to 26-9-11 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, 17, 14, 13 except (jt=lb) 18=156, 19=161, 15=122. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss P12 Truss Type PIGGYBACK Qty 1 Ply 1 WF86 Job Reference (optional) I39639848 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:59 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-XcXgzSdzShXuLLWXWuGKK94QpI_d12BRV9wsOMy85v3 Scale = 1:65.1 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 3x4 4x4 3x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 26-11-7 26-11-7 12-4-13 12-4-13 19-2-13 6-10-0 26-11-7 7-8-10 0-4-910-2-94-6-410-4-10-1-84-6-40-1-810.00 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-S 0.19 0.22 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 -0.00 (loc) 1 1 13 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 110 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 (10-0-0 max.): 8-11, 12-20. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-17 REACTIONS.All bearings 26-0-11. (lb) - Max Horz 2=209(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 17, 14, 13 except 18=-156(LC 11), 19=-161(LC 11), 15=-158(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2 except 17=477(LC 21), 18=474(LC 18), 19=400(LC 18), 15=476(LC 19), 14=356(LC 2), 13=466(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-17=-286/39, 5-18=-272/182, 3-19=-264/177, 7-15=-273/182, 10-13=-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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 12-4-13, Exterior(2) 12-4-13 to 15-4-13, Interior(1) 15-4-13 to 26-9-11 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, 17, 14, 13 except (jt=lb) 18=156, 19=161, 15=158. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss P13 Truss Type PIGGYBACK Qty 1 Ply 1 WF86 Job Reference (optional) I39639849 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:28:59 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-?p42AoebD?flyU5j4bnZtMcbYiKzmVKakpgPxpy85v2 Scale = 1:65.1 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 3x4 4x4 3x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 26-11-7 26-11-7 12-4-13 12-4-13 21-7-10 9-2-12 26-11-7 5-3-13 0-4-910-2-92-6-410-4-10-1-82-6-40-1-810.00 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-S 0.19 0.15 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 -0.00 (loc) 1 1 13 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 105 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 (10-0-0 max.): 9-11, 12-20. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-17 REACTIONS.All bearings 26-0-11. (lb) - Max Horz 2=190(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 17, 13 except 18=-156(LC 11), 19=-160(LC 11), 15=-163(LC 12), 14=-118(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2 except 17=531(LC 21), 18=475(LC 18), 19=400(LC 18), 15=491(LC 19), 14=310(LC 19), 13=367(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-227/251, 5-6=-189/258 WEBS 6-17=-342/52, 5-18=-272/182, 3-19=-264/177, 7-15=-283/187 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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 12-4-13, Exterior(2) 12-4-13 to 15-4-13, Interior(1) 15-4-13 to 26-9-11 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, 17, 13 except (jt=lb) 18=156, 19=160, 15=163, 14=118. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss P14 Truss Type PIGGYBACK Qty 2 Ply 1 WF86 Job Reference (optional) I39639850 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:01 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-xBCobUfslcvSCoF5B0p1yniytW2rESjtB69W?iy85v0 Scale = 1:24.7 1 2 3 4 5 6 7 8 4x4 2x4 2x4 2x4 7-1-12 7-1-12 3-6-14 3-6-14 7-1-12 3-6-14 0-5-33-6-140-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] 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 0.14 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 22 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.(lb/size)2=167/6-0-5, 4=167/6-0-5, 6=191/6-0-5 Max Horz 2=65(LC 10) Max Uplift 2=-37(LC 12), 4=-41(LC 12) 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) 0-2-8 to 3-2-8, Interior(1) 3-2-8 to 3-6-14, Exterior(2) 3-6-14 to 6-7-1, Interior(1) 6-7-1 to 6-11-4 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 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) 2, 4, and 6. This connection is for uplift only and does not consider lateral forces. 6) Non Standard bearing condition. Review required. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss P15 Truss Type PIGGYBACK Qty 1 Ply 1 WF86 Job Reference (optional) I39639851 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:01 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-xBCobUfslcvSCoF5B0p1ynizwW1hESttB69W?iy85v0 Scale = 1:18.4 1 2 3 4 5 6 7 8 3x4 3x4 2x4 2x4 2x4 2x4 7-1-12 7-1-12 3-0-4 3-0-4 4-1-8 1-1-4 7-1-12 3-0-4 0-5-33-0-40-1-80-5-30-1-82-10-1212.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [3:0-2-8,0-2-0], [5:0-2-8,0-2-0], [6:0-2-6,0-1-0] 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-S 0.07 0.07 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 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 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. REACTIONS.(lb/size)2=179/6-0-5, 6=179/6-0-5, 8=166/6-0-5 Max Horz 2=56(LC 10) Max Uplift 2=-39(LC 11), 6=-44(LC 12) 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 7) Non Standard bearing condition. Review required. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss P16 Truss Type PIGGYBACK Qty 1 Ply 3 WF86 Job Reference (optional) I39639852 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:02 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-POmBpqgUVw1JpyqIljKGV?E8JvOAzv30Qmu4X8y85v? Scale = 1:53.7 1 2 3 4 6 5 8 7 2x4 2x4 2x4 2x4 2x4 9-4-2 9-4-2 9-4-2 9-4-2 0-5-39-4-20-1-89-2-100-1-812.00 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 0.10 0.05 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 121 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 10-0-0 oc bracing. WEBS 1 Row at midpt 4-7 REACTIONS.(lb/size)7=0/8-5-15, 2=173/8-5-15, 5=105/8-5-15, 6=434/8-5-15 Max Horz 2=271(LC 11) Max Uplift 5=-60(LC 11), 6=-255(LC 11) Max Grav 2=219(LC 20), 5=164(LC 18), 6=540(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-301/285 WEBS 3-6=-387/288 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) 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 9-2-6 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 4) 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. 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) 5 except (jt=lb) 6=255. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss P17 Truss Type PIGGYBACK Qty 1 Ply 1 WF86 Job Reference (optional) I39639853 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:03 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-taKZ0Ah6GDAAR6OUJRrV1CnHDJjKiLJAeQed4by85v_ Scale = 1:27.1 1 2 3 4 5 6 7 11 10 9 8 12 13 14 3x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-11-8 11-11-8 5-7-3 5-7-3 11-11-8 6-4-5 0-4-134-8-00-1-84-6-80-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13] 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 0.12 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 1 1 9 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 43 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.): 4-7, 8-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 11-0-7. (lb) - Max Horz 2=136(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 9 except 11=-141(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2 except 10=357(LC 2), 11=274(LC 18), 9=332(LC 25) 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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 5-7-3, Exterior(2) 5-7-3 to 9-11-12, Interior(1) 9-11-12 to 11-9-12 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) 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, 10, 9 except (jt=lb) 11=141. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss P18 Truss Type PIGGYBACK Qty 1 Ply 1 WF86 Job Reference (optional) I39639854 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:04 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-LmuxEVhk1XI13Gzgt8NkaQKO_jw4RmHJt4NAb1y85uz Scale = 1:38.1 1 2 3 4 5 8 7 6 9 10 11 4x8 3x4 3x4 4x6 2x4 2x4 2x4 11-11-8 11-11-8 11-11-8 11-11-8 0-4-136-8-00-1-86-6-80-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-4-8,0-1-8] 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 0.41 0.66 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 -0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 46 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 10-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 4-5, 6-9. Except: 6-0-0 oc bracing: 5-9 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-9 REACTIONS.(lb/size)2=124/11-0-7, 8=232/11-0-7, 7=562/11-0-7 Max Horz 2=196(LC 11) Max Uplift 8=-166(LC 11), 7=-111(LC 8) Max Grav 2=145(LC 20), 8=288(LC 18), 7=703(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-251/187, 4-7=-328/152 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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 8-0-0, Exterior(2) 8-0-0 to 11-9-12 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 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) except (jt=lb) 8=166, 7=111. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss P19 Truss Type PIGGYBACK Qty 1 Ply 1 WF86 Job Reference (optional) I39639855 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:04 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-LmuxEVhk1XI13Gzgt8NkaQKNMjwjRlNJt4NAb1y85uz Scale = 1:51.3 1 2 3 4 5 6 9 8 7 10 11 12 13 3x4 3x4 3x4 4x4 2x4 2x4 2x4 2x4 12-5-11 12-5-11 10-4-13 10-4-13 12-5-11 2-0-14 0-4-138-8-00-1-88-6-80-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-2-8,0-2-4] 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 0.51 0.68 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.01 -0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 51 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 (10-0-0 max.): 5-6, 7-10. Except: 6-0-0 oc bracing: 6-10 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-10 REACTIONS.(lb/size)2=153/11-6-10, 8=592/11-6-10, 9=215/11-6-10 Max Horz 2=257(LC 11) Max Uplift 8=-159(LC 11), 9=-155(LC 11) Max Grav 2=192(LC 20), 8=746(LC 18), 9=263(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-281/262 WEBS 4-8=-379/191 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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 10-4-13, Exterior(2) 10-4-13 to 12-3-15 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 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) except (jt=lb) 8=159, 9=155. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss P20 Truss Type PIGGYBACK Qty 1 Ply 1 WF86 Job Reference (optional) I39639856 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:06 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-I90heBj_Z8YlIZ73_ZPCfrPkjWc_vgNcLOsHfvy85ux Scale = 1:38.1 1 2 3 4 5 6 9 8 7 10 11 12 13 3x6 3x4 3x4 4x6 2x4 2x4 2x4 2x4 12-5-11 12-5-11 8-0-0 8-0-0 12-5-11 4-5-11 0-4-136-8-00-1-86-6-80-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-14,0-1-14] 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 0.39 0.63 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 -0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 120 120 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 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 4-6, 7-10. Except: 6-0-0 oc bracing: 6-10 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-10 REACTIONS.(lb/size)2=139/11-6-10, 8=579/11-6-10, 9=242/11-6-10 Max Horz 2=196(LC 11) Max Uplift 8=-114(LC 8), 9=-174(LC 11) Max Grav 2=151(LC 20), 8=730(LC 2), 9=304(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-8=-365/158 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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 8-0-0, Exterior(2) 8-0-0 to 12-3-15 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 4 = 4% 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) except (jt=lb) 8=114, 9=174. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss P21 Truss Type PIGGYBACK Qty 1 Ply 1 WF86 Job Reference (optional) I39639857 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:07 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-mLZ4sXkdKSgcwjiFYHwRC2ytxwxBd6SlZ2crCMy85uw Scale = 1:51.3 1 2 3 4 5 6 9 8 7 10 11 12 13 3x4 3x4 3x4 4x4 2x4 2x4 2x4 2x4 11-11-8 11-11-8 10-4-13 10-4-13 11-11-8 1-6-11 0-4-138-8-00-1-88-6-80-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-2-8,0-2-4] 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 0.55 0.70 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 -0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 49 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 (10-0-0 max.): 5-6, 7-10. Except: 6-0-0 oc bracing: 6-10 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-10 REACTIONS.(lb/size)2=141/11-0-7, 8=602/11-0-7, 9=176/11-0-7 Max Horz 2=257(LC 11) Max Uplift 8=-190(LC 11), 9=-130(LC 11) Max Grav 2=190(LC 20), 8=779(LC 18), 9=198(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-289/266 WEBS 4-8=-401/206 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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 10-4-13, Exterior(2) 10-4-13 to 11-9-12 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 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) except (jt=lb) 8=190, 9=130. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss P22 Truss Type PIGGYBACK Qty 1 Ply 1 WF86 Job Reference (optional) I39639858 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:08 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-EX7S3tlF5moTXtHS6_RgkGU4sKLKMdzvoiLOkoy85uv Scale = 1:20.9 1 2 3 4 5 6 9 8 7 10 11 3x4 3x4 3x4 4x4 2x4 2x4 2x4 2x4 11-11-8 11-11-8 3-2-9 3-2-9 11-11-8 8-8-15 0-4-132-8-20-1-82-6-100-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-2-8,0-2-4] 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 0.41 0.39 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 -0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 35 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 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)2=81/11-0-7, 8=552/11-0-7, 9=285/11-0-7 Max Horz 2=75(LC 11) Max Uplift 8=-115(LC 7), 9=-58(LC 11) Max Grav 2=87(LC 18), 8=559(LC 23), 9=285(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-8=-360/119, 4-9=-254/135 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) 0-2-12 to 7-5-8, Interior(1) 7-5-8 to 11-9-12 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. 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) 9 except (jt=lb) 8=115. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss P23 Truss Type PIGGYBACK Qty 2 Ply 1 WF86 Job Reference (optional) I39639859 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:08 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-EX7S3tlF5moTXtHS6_RgkGU8gKP6MahvoiLOkoy85uv Scale = 1:61.2 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 3x4 4x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-9-11 24-9-11 12-4-13 12-4-13 24-9-11 12-4-14 0-4-1310-2-910-4-10-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [7:0-0-0,0-0-0], [8:0-0-0,0-0-0], [9:0-0-0,0-0-0], [10:0-2-1,0-1-8] 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 0.14 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 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 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 6-14 REACTIONS.All bearings 23-6-9. (lb) - Max Horz 2=-196(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 10 except 16=-156(LC 11), 17=-161(LC 11), 13=-156(LC 12), 12=-161(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=389(LC 21), 16=473(LC 18), 17=398(LC 18), 13=473(LC 19), 12=398(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-16=-271/182, 3-17=-263/178, 7-13=-271/182, 9-12=-263/177 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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 12-4-13, Exterior(2) 12-4-13 to 15-4-13, Interior(1) 15-4-13 to 24-6-15 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) 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) 2, 10 except (jt=lb) 16=156, 17=161, 13=156, 12=161. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss P24 Truss Type PIGGYBACK Qty 1 Ply 1 WF86 Job Reference (optional) I39639860 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:09 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-ikhqHDlts3wK91sefiyvHT1JDkme53i21M5xGEy85uu Scale = 1:38.1 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 14 19 20 21 3x4 3x4 3x4 3x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 21-4-15 21-4-15 5-9-5 5-9-5 11-2-2 5-4-14 13-5-12 2-3-10 17-11-4 4-5-8 21-4-15 3-5-11 0-4-134-8-42-9-44-9-120-1-80-4-130-1-84-8-410.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13], [7:0-2-0,0-1-13], [10:0-2-0,0-1-13], [12:0-2-1,0-1-8], [16:0-3-0,0-3-0] 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 0.12 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 12 12 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 67 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.): 4-7, 8-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 20-1-13. (lb) - Max Horz 2=90(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 15, 14, 12 except 18=-124(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 12 except 16=348(LC 25), 17=359(LC 24), 18=271(LC 18), 15=347(LC 1), 14=269(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 9-15=-266/110 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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 5-9-5, Exterior(2) 5-9-5 to 8-9-5, Interior(1) 8-9-5 to 11-2-2, Exterior(2) 11-2-2 to 13-5-12, Interior(1) 13-5-12 to 17-11-4, Exterior(2) 17-11-4 to 21-2-3 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 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 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) 2, 16, 17, 15, 14, 12 except (jt=lb) 18=124. 9) Non Standard bearing condition. Review required. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss P25 Truss Type PIGGYBACK Qty 1 Ply 1 WF86 Job Reference (optional) I39639861 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:11 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-e6paivn7OhA2OK00n6?NMu6eLXRkZzxLUga2L7y85us Scale = 1:37.8 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 3x4 3x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 21-4-2 21-4-2 3-9-7 3-9-7 21-4-2 17-6-11 0-4-92-6-102-8-20-1-82-6-100-1-88.49 12 Plate Offsets (X,Y)-- [4:0-2-0,0-2-1] 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 0.15 0.04 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: 62 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. REACTIONS.All bearings 20-4-1. (lb) - Max Horz 2=75(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 16, 17, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2 except 15=324(LC 23), 16=334(LC 1), 17=295(LC 1), 13=289(LC 23), 12=388(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-16=-252/91, 9-12=-263/88 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) 0-3-0 to 3-3-0, Interior(1) 3-3-0 to 3-9-7, Exterior(2) 3-9-7 to 8-0-6, Interior(1) 8-0-6 to 21-2-6 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, 13, 12. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss P26 Truss Type PIGGYBACK Qty 1 Ply 1 WF86 Job Reference (optional) I39639862 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:12 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-6JNzvFol9_Iv0UaDLqWcv6fqZxmmIPUVjKJbtZy85ur Scale = 1:35.0 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 18 19 20 17 3x4 3x4 3x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-4-4 19-4-4 2-0-1 2-0-1 8-7-0 6-6-15 12-5-13 3-10-12 19-4-4 6-10-7 0-4-91-3-94-6-84-8-00-1-84-6-80-1-88.49 12 10.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-1], [8:0-2-0,0-1-13] 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 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 1 1 17 l/defl n/r n/r n/a L/d 120 120 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 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.): 3-6, 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-4-3. (lb) - Max Horz 2=136(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 12, 13, 14, 11 except 16=-126(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 11 except 12=431(LC 25), 13=330(LC 18), 14=339(LC 1), 16=284(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 9-12=-258/96, 5-14=-257/62 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) 0-3-0 to 5-0-1, Interior(1) 5-0-1 to 12-5-13, Exterior(2) 12-5-13 to 15-4-4, Interior(1) 15-4-4 to 19-2-8 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) 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) 12, 13, 14, 11 except (jt=lb) 16=126. 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. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss V1 Truss Type GABLE Qty 1 Ply 1 WF86 Job Reference (optional) I39639863 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:19 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-PfIcNet8V8BvMZdZFo8FhaR0bm9aRaeWKwWTdfy85uk Scale = 1:40.0 1 2 3 4 5 6 10 9 8 7 11 12 13 143x4 3x4 2x4 2x4 2x4 4x4 2x4 2x4 2x4 2x4 15-11-8 15-11-8 7-11-6 7-11-6 10-3-1 2-3-11 15-11-8 5-8-7 0-0-45-5-06-5-11-4-99.70 12 5.25 12 8.49 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-4], [4:0-2-0,0-1-3] 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 0.15 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 55 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 10-0-0 oc bracing. REACTIONS.All bearings 15-11-8. (lb) - Max Horz 1=-111(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 9 except 8=-114(LC 12), 10=-164(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 9=397(LC 21), 8=392(LC 19), 10=393(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-8=-264/136, 2-10=-277/184 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) 0-4-15 to 3-4-15, Interior(1) 3-4-15 to 7-11-6, Exterior(2) 7-11-6 to 10-3-1, Interior(1) 10-3-1 to 15-9-12 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) 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) 1, 7, 9 except (jt=lb) 8=114, 10=164. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss V2 Truss Type Valley Qty 1 Ply 1 WF86 Job Reference (optional) I39639864 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:24 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-mc5VQLxHKgpCSKVW2LkQOe9sdnsL6szGTBDEIty85uf Scale = 1:31.4 1 2 3 4 5 6 9 8 7 10 11 12 3x4 3x4 3x4 2x4 4x4 2x4 2x4 2x4 2x4 15-1-2 15-1-2 5-10-10 5-10-10 13-5-4 7-6-10 15-1-2 1-7-14 0-0-41-5-74-9-10-0-49.70 12 5.25 12 8.49 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-4], [5:0-2-0,0-1-3] 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 0.18 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 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 15-1-2. (lb) - Max Horz 1=-94(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 8 except 9=-140(LC 11), 7=-117(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 8 except 6=284(LC 1), 9=313(LC 18), 7=421(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-272/137, 2-3=-362/204, 3-4=-294/175, 4-5=-252/106, 5-6=-321/97 WEBS 4-7=-304/140 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) 0-4-15 to 3-4-15, Interior(1) 3-4-15 to 5-10-10, Exterior(2) 5-10-10 to 8-10-10, Interior(1) 8-10-10 to 15-0-6 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) 6. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1, 8, 9, and 7. This connection is for uplift only and does not consider lateral forces. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss V3 Truss Type VALLEY Qty 1 Ply 1 WF86 Job Reference (optional) I39639865 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:25 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-Epftehyv5_x34U4jb3Ffwrh2mBDBrJWPirznqJy85ue Scale = 1:20.4 1 2 3 4 6 5 7 8 9 10 2x4 2x4 2x4 4x4 2x4 2x4 0-0-5 0-0-5 10-10-10 10-10-5 3-9-14 3-9-14 10-10-10 7-0-12 0-0-43-1-10-0-49.70 12 5.25 12 Plate Offsets (X,Y)-- [2:0-2-0,0-2-8] 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 0.14 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 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 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 10-9-12. (lb) - Max Horz 1=-60(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 4, 6, 5 Max Grav All reactions 250 lb or less at joint(s) 1, 4 except 6=281(LC 1), 5=307(LC 23) 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) 0-4-15 to 3-4-15, Interior(1) 3-4-15 to 3-9-14, Exterior(2) 3-9-14 to 6-9-14, Interior(1) 6-9-14 to 10-2-0 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) 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) 1, 4, 6, 5. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss V4 Truss Type Valley Qty 1 Ply 1 WF86 Job Reference (optional) I39639866 8.320 s Nov 19 2019 MiTek Industries, Inc. Wed Dec 18 10:45:15 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-LfpJTDPxDR_1T7m3S5_QEMZm3hLwb8RSdtWT1jy7lhY Scale = 1:11.8 1 2 3 4 2x4 2x4 1x4 4x4 0-0-5 0-0-5 5-0-3 4-11-14 1-9-2 1-9-2 5-0-3 3-3-1 0-0-41-5-10-0-49.70 12 5.25 12 Plate Offsets (X,Y)-- [2:0-2-0,0-2-8] 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 0.03 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: 12 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 5-0-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=56/4-11-5, 3=103/4-11-5, 4=152/4-11-5 Max Horz 1=-24(LC 7) Max Uplift 1=-16(LC 12), 3=-25(LC 12), 4=-5(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 16 lb uplift at joint 1, 25 lb uplift at joint 3 and 5 lb uplift at joint 4. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss V5 Truss Type VALLEY Qty 1 Ply 1 WF86 Job Reference (optional) I39639867 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:26 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-i?DFr1zXsI3viefv9mmuT3EAtaY2amFYxViLNly85ud Scale = 1:25.5 1 2 3 4 5 2x4 2x4 2x4 0-0-5 0-0-5 5-3-5 5-3-0 5-3-5 5-3-5 0-0-44-4-1210.00 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 0.38 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 5-3-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=189/5-3-0, 3=189/5-3-0 Max Horz 1=119(LC 11) Max Uplift 3=-87(LC 11) Max Grav 1=189(LC 1), 3=198(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) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 5-1-9 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) Non Standard bearing condition. Review required. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss V6 Truss Type Valley Qty 1 Ply 1 WF86 Job Reference (optional) I39639868 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:27 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-ABnd2NzAdbBmJoE5jTH70GnPE_wFJDViA9SuvCy85uc Scale = 1:14.9 1 2 3 2x4 2x4 2x4 2-10-8 2-10-8 0-0-42-4-1210.00 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 0.08 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 2-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=93/2-10-3, 3=93/2-10-3 Max Horz 1=59(LC 11) Max Uplift 3=-43(LC 11) Max Grav 1=93(LC 1), 3=98(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) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss V7 Truss Type Valley Qty 1 Ply 1 WF86 Job Reference (optional) I39639869 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:27 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-ABnd2NzAdbBmJoE5jTH70GnQY_wNJDViA9SuvCy85uc Scale = 1:13.8 1 2 3 2x4 2x4 2x4 2-7-4 2-7-4 0-0-42-2-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.06 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 2-7-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=82/2-6-15, 3=82/2-6-15 Max Horz 1=52(LC 11) Max Uplift 3=-38(LC 11) Max Grav 1=82(LC 1), 3=86(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) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss V8 Truss Type VALLEY Qty 1 Ply 1 WF86 Job Reference (optional) I39639870 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:28 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-eOL0Gj_oOvJdxypIHBoMYUJbbOGk2glrOpBSRey85ub Scale = 1:12.4 1 2 3 2x4 2x4 2x4 0-0-5 0-0-5 2-3-4 2-2-15 2-3-4 2-3-4 0-0-41-10-1110.00 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 0.04 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 2-3-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=69/2-2-15, 3=69/2-2-15 Max Horz 1=43(LC 11) Max Uplift 3=-32(LC 11) Max Grav 1=69(LC 1), 3=72(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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) Non Standard bearing condition. Review required. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss V9 Truss Type VALLEY Qty 1 Ply 1 WF86 Job Reference (optional) I39639871 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:29 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-6auOT3?Q9DRUZ5OUquJb5hskzocTn6i?dTx?z4y85ua Scale = 1:21.9 1 2 3 4 2x4 4x4 2x4 2x4 0-0-4 0-0-4 6-5-7 6-5-3 3-2-11 3-2-11 6-5-7 3-2-12 0-0-43-2-110-0-412.00 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 0.13 0.05 0.02 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: 20 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.(lb/size)1=137/6-4-15, 3=137/6-4-15, 4=185/6-4-15 Max Horz 1=56(LC 8) Max Uplift 1=-32(LC 12), 3=-32(LC 12), 4=-2(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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 6) Non Standard bearing condition. Review required. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss V10 Truss Type VALLEY Qty 1 Ply 1 WF86 Job Reference (optional) I39639872 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:21 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-L1QMoJvP1lRdbtnxMDAjm?XOjZtEvVwpnE?ahYy85ui Scale = 1:10.6 1 2 3 4 2x4 4x4 2x4 2x4 0-0-4 0-0-4 3-1-7 3-1-3 1-6-11 1-6-11 3-1-7 1-6-12 0-0-41-6-110-0-412.00 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 3-1-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=58/3-0-15, 3=58/3-0-15, 4=78/3-0-15 Max Horz 1=-23(LC 9) 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) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 6) Non Standard bearing condition. Review required. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss V11 Truss Type Valley Qty 1 Ply 1 WF86 Job Reference (optional) I39639873 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:21 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-L1QMoJvP1lRdbtnxMDAjm?XLpZsfvVTpnE?ahYy85ui Scale = 1:17.9 1 2 3 4 5 6 7 8 2x4 4x4 2x4 2x4 9-7-9 9-7-9 9-8-1 0-0-8 4-10-0 4-10-0 9-8-1 4-10-0 0-0-42-5-00-0-46.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-2-8] 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 0.21 0.11 0.04 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: 24 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.(lb/size)1=152/9-7-1, 3=152/9-7-1, 4=368/9-7-1 Max Horz 1=-28(LC 12) Max Uplift 1=-32(LC 11), 3=-37(LC 12), 4=-36(LC 11) Max Grav 1=154(LC 22), 3=154(LC 23), 4=368(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 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) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 4-10-0, Exterior(2) 4-10-0 to 7-10-0, Interior(1) 7-10-0 to 9-0-8 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) 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) 1, 3, 4. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss V12 Truss Type Valley Qty 2 Ply 1 WF86 Job Reference (optional) I39639874 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:22 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-qEzk?fv1o3ZUD1L8wwhyJD3ZTzDveyGz0uk7E_y85uh Scale = 1:7.3 1 2 3 2x4 3x4 2x4 3-8-1 3-8-1 1-10-0 1-10-0 3-8-1 1-10-0 0-0-40-11-00-0-46.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.02 0.05 0.00 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: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=96/3-8-1, 3=96/3-8-1 Max Horz 1=8(LC 15) Max Uplift 1=-14(LC 11), 3=-14(LC 12) 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) 1, 3. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss V13 Truss Type Valley Qty 1 Ply 1 WF86 Job Reference (optional) I39639875 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:23 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-IQX7D?wfZNhLrAwKUeCBrQciZNYZNPW6FYUhmQy85ug Scale = 1:13.4 1 2 3 4 2x4 2x4 2x4 4-3-1 4-3-1 0-0-42-1-86.00 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 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 4-3-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=139/4-3-1, 3=139/4-3-1 Max Horz 1=53(LC 11) Max Uplift 1=-14(LC 11), 3=-41(LC 11) 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) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 4-1-5 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) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss V14 Truss Type VALLEY Qty 1 Ply 1 WF86 Job Reference (optional) I39639876 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:23 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-IQX7D?wfZNhLrAwKUeCBrQcixNYnNP?6FYUhmQy85ug Scale = 1:29.6 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 5-7-12 5-7-12 0-0-44-8-710.00 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 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=-43/5-7-7, 4=124/5-7-7, 5=327/5-7-7 Max Horz 1=128(LC 11) Max Uplift 1=-74(LC 18), 4=-57(LC 11), 5=-150(LC 11) Max Grav 1=127(LC 11), 4=130(LC 18), 5=342(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-261/192 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) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 5-6-0 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) Gable requires continuous bottom chord bearing. 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, 4, and 5. This connection is for uplift only and does not consider lateral forces. December 18,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-6229A Truss V15 Truss Type Valley Qty 1 Ply 1 WF86 Job Reference (optional) I39639877 8.330 s Dec 5 2019 MiTek Industries, Inc. Tue Dec 17 09:29:24 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:7o4AE8HMjfrJcLe7I02LRmy8EXu-mc5VQLxHKgpCSKVW2LkQOe9uXnuL6smGTBDEIty85uf Scale = 1:16.5 1 2 3 2x4 2x4 2x4 3-2-15 3-2-15 0-0-42-8-710.00 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 0.11 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 3-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=108/3-2-15, 3=108/3-2-15 Max Horz 1=68(LC 11) Max Uplift 3=-50(LC 11) Max Grav 1=108(LC 1), 3=113(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) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. December 18,2019 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 ProductsPlotID Length Product Plies Net QtyBM1 15-00-00 2x10 SPF No.2 2 2BM2 13-00-00 2x10 SPF No.2 2 2BM3 9-00-00 2x10 SPF No.2 2 4PBO1 11-00-00 3-08 x 3-08 Generic Material 1 1PBO2 11-00-00 3-08 x 3-08 Generic Material 1 1Truss Connector Total ListManuf Product QtyH10A 7HCP2 9HGUS28-2 3HUS26 44HUS28 1USP JUS24 4LGT3-SDS2.5 1LU24 68LU26 15LUS24 1One H2.5A 247THJA26 1TJC37 61Two H2.5A 20Two RT16-2 1LG1G2A5H2H3H4C J1G13G24J2J3J4G27H5E1E2E3E4G28H6H7H8H9J5J7J8J9G 29G30G31G1G29J7J8K3K4B2B1G12G3M5M2L1L2G4G4G5G30J11CJ1J2J4J3J3G6H10H11H12H13CJ2C J 2 J14J14J14J15J16J17J14J15J16J18A2A3A4C7C6G7C1G8CJ3J19J20J21J22J23J24J25J26J27G9J28J29J30H14M3CJ4CJ4CJ4CJ4J3J32J32J32J32J 3 3 J 3 4 J 3 3 J 3 4 J33J34J33J34J35J36J37J 3 6 J37J38J38H15H16H17G10J11G29G11H18H19J7K1G14A6A8J39J40J41J41J41E6E5G15G16A7G17J42J44C4C3C2G18D1A9D2D3D4D5H20D6A36D7H1D8G19D9D10G20G21A1G22G23B3B4B5G26B6G25V1V2V3V4V5V6V7V8V9V10V11V12V12V13V14V15P2P3P4P5P6P7P8P9P10P11P12P13P15P16P17P18P19P20P26P25P21P22P24LU26TJC37LU26HUS26TJC37TJC37TJC37HUS26T J C 3 7TJC37 TJC37TJC37TJC37T J C 3 7 TJC37TJC37TJC37TJC37TJC37T J C 3 7 TJC37TJC37TJC37TJC37TJC37T JC 37LU24TJC37LU24TJC37LU24T JC 37TJC37TJC37TJC37T JC 37TJC37LUS24THJA26HUS28LU24LU24TJC37LU24LU24HGUS28-2HGUS28-2HGUS28-2HUS26LU26LU24TJC37T J C 3 7 E7(2)E8(2)E8(3)J1(2)J3(4)J6(5)J8(3)M1(4)J10(4)J12(8)L3(3)J13(5)C5(4)P1(2)P2(6)J31(2)J31(2)M4(3)K2(2)J43(7)P14(2)D11(3)P23(2)LU24HUS26HUS26TJC37TJC37TJC37LU24LU24TJC37TJC37LU24LU24LU24LU24JUS24HUS26LU24HUS26LU26HUS26LU26HUS26LU26LU24LU24LU24LU24LU26TJC37TJC37TJC37TJC37TJC37LU243-02-006-04-003-02-005-04-003-00-0013-06-0010-06-084-00-0014-09-0018-00-0018-00-0014-09-002-07-113-00-006-05-0012-05-00 3-00-00 7-05-00 3-00-00 2-11-00 3-00-00 7-05-00 3-00-00 7-03-082-10-001-00-001-00-002-05-0015-08-007-08-0013-00-0026-00-008-00-0014-00-0012-00-001-00-0021-02-0035-05-0815-09-0814-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-06-001-11-121-06-131-07-111-09-102-00-002-00-002-00-001-11-142-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-09-082-01-082-00-002-00-001-00-082-00-001-02-001-00-022-00-002-00-002-00-001-08-06Floor Area: 0Roof Area: 7766.8Hip Lines: 581.17Horizontal OH: 474.84Rake OH: 104.3Valley Lines: 363.76Ridge Lines: 137.11THIS 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 #:12-17-19Subdivision:Date:Client:Model:Job Name:Roof Truss FramingWF-86Sales Rep: