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HomeMy WebLinkAboutJG 288 Truss Profiles - I42064701.20070058-A16023 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 Carter Components (Pittsboro, IN). July 17,2020 Liu, Xuegang Pages or sheets covered by this seal: I42064701 thru I42064772 My license renewal date for the state of Indiana is July 31, 2022. 20070058-A 288 Jacksons Grant-Roof Trusses IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x8 =2x4 =3x5 =3x6 =3x5 =3x6 =5x6 =3x8 =3x5 =3x8 =5x6 =3x6 =3x5 =3x6 =3x5 =2x4 =5x6 131 2 19 24 25 18 17 26 27 16 15 28 29 14 12 2320 113 4 1059 6 821227 1-2-8 -1-2-8 1-6-8 42-4-8 4-7-11 25-2-11 4-7-11 20-7-0 5-2-2 10-9-3 5-2-2 35-7-0 5-2-2 30-4-13 5-2-2 15-11-5 5-3-0 40-10-0 5-7-0 5-7-0 7-10-2 40-10-0 7-11-0 32-11-14 7-11-0 16-1-1 8-2-2 8-2-2 8-11-14 25-0-1511-9-70-4-70-7-211-0-0Scale = 1:77.4 Plate Offsets (X, Y):[2:0-8-0,0-0-10], [6:0-4-4,0-2-4], [8:0-4-4,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL)-0.30 16-17 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.96 Vert(CT)-0.53 16-17 >924 180 BCLL 0.0*Rep Stress Incr YES WB 0.23 Horz(CT)0.13 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 201 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-19,11-14:2x4 SPF Stud WEDGE Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-2 oc purlins, except 2-0-0 oc purlins (4-4-8 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 ocbracing, Except:10-0-0 oc bracing: 12-14. WEBS 1 Row at midpt 7-17, 7-16, 5-17, 9-16 REACTIONS (size)2=0-3-8, 12=0-3-8 Max Horiz 2=210 (LC 11) Max Uplift 2=-33 (LC 12), 12=-36 (LC 13) Max Grav 2=1883 (LC 2), 12=1902 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-20=-2827/31, 3-20=-2765/50, 3-4=-2685/78, 4-5=-2553/82, 5-6=-2107/102, 6-21=-1699/116, 7-21=-1699/116, 7-22=-1686/114, 8-22=-1687/114, 8-9=-2093/100, 9-10=-2463/78, 10-11=-2594/75, 11-23=-2673/45,12-23=-2730/26, 12-13=0/41 BOT CHORD 2-19=-97/2386, 19-24=-17/2058, 24-25=-17/2058, 18-25=-17/2058, 17-18=-17/2058, 17-26=0/1742, 26-27=0/1742, 16-27=0/1742, 15-16=0/1959, 15-28=0/1959, 28-29=0/1959, 14-29=0/1959, 12-14=0/2154 WEBS 6-17=-5/894, 7-17=-283/144, 7-16=-307/140, 8-16=-6/887, 3-19=-242/132, 5-19=-9/553, 5-17=-612/142, 9-16=-561/142, 9-14=-8/462, 11-14=-158/127 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-8 to 2-10-8, Interior (1) 2-10-8 to 15-11-5, Exterior(2R) 15-11-5 to 21-8-10, Interior (1) 21-8-10 to 25-2-11, Exterior(2R) 25-2-11 to 31-0-0,Interior (1) 31-0-0 to 42-4-8 zone; cantilever left andright exposed ; end vertical left and right exposed;C-Cfor members and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 2 and 36 lb uplift at joint 12. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064701APiggyback Base 5 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:41:56 Page: 1 ID:O8ATLZIp7kibt_L3X8BBW2yxSed-jsXuB54eCW4l8ej6T?9d2joiG?FoC6Qmpf?M20yxDth July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x8 =2x4 =3x5 =3x6 =3x5 =3x6 =5x6 =3x8 =3x5 =3x8 =5x6 =3x6 =3x5 =3x6 =3x5 =2x4 =5x6 1 2 18 23 24 17 16 25 26 15 14 27 28 13 12 19 22 3 11 4 1059 6 820217 1-2-8 -1-2-8 4-7-11 25-2-11 4-7-11 20-7-0 5-3-0 40-10-0 5-2-2 10-9-3 5-2-2 35-7-0 5-2-2 30-4-13 5-2-2 15-11-5 5-7-0 5-7-0 7-10-2 40-10-0 7-11-0 32-11-14 7-11-0 16-1-1 8-2-2 8-2-2 8-11-14 25-0-1511-9-70-4-70-7-211-0-0Scale = 1:76 Plate Offsets (X, Y):[2:0-8-0,0-0-10], [6:0-4-4,0-2-4], [8:0-4-4,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL)-0.30 15-16 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.96 Vert(CT)-0.53 15-16 >920 180 BCLL 0.0*Rep Stress Incr YES WB 0.23 Horz(CT)0.13 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 199 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,11-13:2x4 SPF Stud WEDGE Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-2 oc purlins, except 2-0-0 oc purlins (4-4-7 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 ocbracing, Except:10-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 7-16, 7-15, 5-16, 9-15 REACTIONS (size)2=0-3-8, 12=0-3-8 Max Horiz 2=206 (LC 9) Max Uplift 2=-34 (LC 12), 12=-14 (LC 13) Max Grav 2=1884 (LC 2), 12=1816 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-19=-2830/31, 3-19=-2768/50, 3-4=-2688/78, 4-5=-2557/82, 5-6=-2111/102, 6-20=-1702/116, 7-20=-1701/116, 7-21=-1690/116, 8-21=-1691/116, 8-9=-2097/102, 9-10=-2479/84, 10-11=-2611/53, 11-22=-2627/50,12-22=-2746/31 BOT CHORD 2-18=-106/2381, 18-23=-26/2053, 23-24=-26/2053, 17-24=-26/2053, 16-17=-26/2053, 16-25=0/1745, 25-26=0/1745, 15-26=0/1745, 14-15=0/1966, 14-27=0/1966, 27-28=0/1966, 13-28=0/1966, 12-13=0/2173 WEBS 6-16=-5/896, 7-16=-285/144, 7-15=-306/140, 8-15=-6/889, 3-18=-242/132, 5-18=-9/553, 5-16=-612/142, 9-15=-568/144, 9-13=-13/478, 11-13=-172/134 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-8 to 2-10-8, Interior (1) 2-10-8 to 15-11-5, Exterior(2R) 15-11-5 to 21-8-10, Interior (1) 21-8-10 to 25-2-11, Exterior(2R) 25-2-11 to 31-0-0,Interior (1) 31-0-0 to 40-8-4 zone; cantilever left andright exposed ; end vertical left and right exposed;C-Cfor members and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 12 and 34 lb uplift at joint 2. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064702A1Piggyback Base 3 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:41:58 Page: 1 ID:pXRug1xgQKWxMHURiU9riRyxSdn-bdmP1S78FlaBdF0tirDZCZzNDccj8wPLkGzZBoyxDtd July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x8 =2x4 =3x5 =3x6 =3x5 =3x6 =5x6 =3x8 =3x5 =3x8 =5x6 =3x6 =3x5 =3x6 =3x5 =2x4 =5x6 12 1 18 23 24 17 16 15 14 27 28 13 11 25 26 22 19 2 10 9384 5 721206 1-6-8 42-4-8 4-7-11 25-2-11 4-7-11 20-7-0 5-2-2 35-7-0 5-2-2 10-9-3 5-2-2 30-4-13 5-2-2 15-11-5 5-3-0 40-10-0 5-7-0 5-7-0 7-10-2 40-10-0 7-11-0 32-11-14 7-11-0 16-1-1 8-2-2 8-2-2 8-11-14 25-0-1511-9-70-4-70-7-211-0-0Scale = 1:78 Plate Offsets (X, Y):[1:0-8-0,0-0-10], [5:0-4-4,0-2-4], [7:0-4-4,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL)-0.31 15-16 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.97 Vert(CT)-0.53 15-16 >916 180 BCLL 0.0*Rep Stress Incr YES WB 0.23 Horz(CT)0.14 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 199 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-18,10-13:2x4 SPF Stud WEDGE Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-5-14 oc purlins, except 2-0-0 oc purlins (4-4-5 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 ocbracing, Except:10-0-0 oc bracing: 11-13. WEBS 1 Row at midpt 6-16, 6-15, 4-16, 8-15 REACTIONS (size)1= Mechanical, 11=0-3-8 Max Horiz 1=-206 (LC 8) Max Uplift 1=-16 (LC 12), 11=-36 (LC 13) Max Grav 1=1817 (LC 2), 11=1907 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-19=-2868/35, 2-19=-2745/55, 2-3=-2723/54, 3-4=-2592/86, 4-5=-2120/103, 5-20=-1710/117, 6-20=-1710/117, 6-21=-1693/114, 7-21=-1694/114, 7-8=-2101/100, 8-9=-2471/78, 9-10=-2602/75, 10-22=-2681/45,11-22=-2738/26, 11-12=0/41 BOT CHORD 1-18=-104/2436, 18-23=-19/2079, 23-24=-19/2079, 17-24=-19/2079, 16-17=-19/2079, 16-25=0/1751, 25-26=0/1751, 15-26=0/1751, 14-15=0/1966, 14-27=0/1966, 27-28=0/1966, 13-28=0/1966, 11-13=0/2161 WEBS 5-16=-4/901, 6-16=-280/145, 6-15=-311/139, 7-15=-6/892, 2-18=-272/138, 4-18=-13/586, 4-16=-628/143, 8-15=-561/142, 8-13=-8/461, 10-13=-158/127 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-12 to 4-1-12, Interior (1) 4-1-12 to 15-11-5, Exterior(2R) 15-11-5 to 21-8-10, Interior (1) 21-8-10 to 25-2-11, Exterior(2R) 25-2-11 to31-0-0, Interior (1) 31-0-0 to 42-4-8 zone; cantilever leftand right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.60 plate gripDOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 11 and 16 lb uplift at joint 1. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064703A2Piggyback Base 4 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:41:58 Page: 1 ID:hIgPWO?BTZ0MrunCxKDntHyxSdj-bdmP1S78FlaBdF0tirDZCZzMDcbX8wJLkGzZBoyxDtd July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x8 =2x4 =3x5 =3x6 =3x6 =3x8 =5x6 =2x4 =3x8 =3x6 =5x6 =3x8 =3x6 =3x5 =2x4 =5x6 111 2 23 18 17 16 24 15 25 14 13 12 26 10 2219 3 9 84 620215 7 1-2-8 -1-2-8 1-6-8 42-4-8 1-8-3 9-7-2 5-2-0 25-9-0 5-2-0 20-7-0 5-9-14 15-5-0 7-6-1 33-3-1 7-6-15 40-10-0 7-10-15 7-10-15 5-3-12 25-10-12 5-3-12 20-7-0 7-4-5 33-3-1 7-4-5 15-3-4 7-6-15 40-10-0 7-10-15 7-10-1511-5-30-4-70-7-20-2-210-5-1110-5-110-2-210-7-13Scale = 1:78.2 Plate Offsets (X, Y):[2:0-8-0,0-0-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL)-0.18 2-18 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.96 Vert(CT)-0.34 2-18 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.28 Horz(CT)0.14 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 196 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 1-4,8-11:2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-4-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:2-2-0 oc bracing: 2-18. WEBS 1 Row at midpt 3-16, 6-16, 6-13, 9-13 REACTIONS (size)2=0-3-8, 10=0-3-8 Max Horiz 2=-202 (LC 10) Max Uplift 2=-35 (LC 12), 10=-37 (LC 13) Max Grav 2=1872 (LC 2), 10=1891 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-19=-2776/9, 3-19=-2706/43, 3-4=-2171/50, 4-5=-2048/94, 5-20=-1702/120, 6-20=-1704/119, 6-21=-1689/118, 7-21=-1687/119, 7-8=-2030/91, 8-9=-2150/47, 9-22=-2646/39, 10-22=-2738/4, 10-11=0/41 BOT CHORD 2-23=-60/2305, 18-23=-60/2305, 17-18=-60/2305, 16-17=-60/2305, 16-24=0/1839, 15-24=0/1839, 15-25=0/1839, 14-25=0/1839, 13-14=0/1839, 12-13=0/2151, 12-26=0/2151, 10-26=0/2151 WEBS 3-18=0/382, 3-16=-733/145, 5-16=0/864, 6-16=-401/116, 6-15=0/293, 6-13=-430/112, 7-13=0/850, 9-13=-653/143, 9-12=0/372 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-8 to 2-10-8, Interior (1) 2-10-8 to 15-5-0, Exterior(2R) 15-5-0 to 21-2-5, Interior (1) 21-2-5 to 25-9-0, Exterior(2R) 25-9-0 to 31-6-5, Interior (1) 31-6-5 to 42-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 2 and 37 lb uplift at joint 10. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064704A3Hip1120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:41:59 Page: 1 ID:aLSLwaFMX0gOs7uFgE6iDiyxSdO-4pKnFo8m03i2EPb4GYkolmVXi0xwtMtVzwi7kEyxDtc July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x8 =2x4 =3x5 =3x6 =MT18HS 10x12 =3x8 =3x6 =3x8 =2x4 =3x6 =3x5 =3x5 =3x6 =3x8 =MT18HS 10x12 =3x6 =3x5 =2x4 =5x6 13124 2 21 20 19 18 25 17 16 26 15 14 12 2322 113 4 10 6 7 85 9 1-2-8 -1-2-8 1-6-8 42-4-8 5-4-3 23-3-1 5-5-15 28-9-0 5-5-15 17-10-15 6-0-1 12-5-0 6-0-1 34-9-1 6-0-15 40-10-0 6-4-15 6-4-15 5-4-3 28-7-4 5-4-3 23-3-1 5-4-3 17-10-15 6-0-15 40-10-0 6-1-13 12-6-12 6-1-13 34-9-1 6-4-15 6-4-159-5-30-4-70-7-20-2-28-5-118-5-110-2-28-7-13Scale = 1:77.9 Plate Offsets (X, Y):[2:0-8-0,0-0-10], [5:0-8-13,Edge], [9:0-8-13,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL)-0.18 17-18 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.89 Vert(CT)-0.33 17-18 >999 180 MT18HS 197/144 BCLL 0.0*Rep Stress Incr YES WB 0.52 Horz(CT)0.15 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 197 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-21,11-14:2x4 SPF Stud WEDGE Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except 2-0-0 oc purlins (3-9-7 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 6-20, 8-15, 6-17 REACTIONS (size)2=0-3-8, 12=0-3-8 Max Horiz 2=166 (LC 11) Max Uplift 2=-40 (LC 12), 12=-44 (LC 13) Max Grav 2=1854 (LC 2), 12=1870 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-22=-2823/23, 3-22=-2745/47, 3-4=-2349/52, 4-5=-2254/87, 5-6=-1908/105, 6-7=-2237/77, 7-8=-2237/77, 8-9=-1876/106, 9-10=-2216/88, 10-11=-2309/53, 11-23=-2659/45, 12-23=-2737/20, 12-13=0/41 BOT CHORD 2-21=-55/2259, 20-21=-55/2259, 20-24=0/2253, 19-24=0/2253, 18-19=0/2253, 18-25=0/2253, 17-25=0/2253, 16-17=0/2237, 16-26=0/2237, 15-26=0/2237, 14-15=0/2149, 12-14=0/2149 WEBS 3-21=0/273, 3-20=-534/114, 5-20=0/999, 6-20=-703/102, 8-15=-730/98, 9-15=0/975, 11-15=-440/111, 11-14=0/263, 6-18=0/298, 6-17=-96/83, 8-17=-6/301 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-8 to 2-10-8, Interior (1) 2-10-8 to 12-5-0, Exterior(2R) 12-5-0 to 17-10-15, Interior (1) 17-10-15 to 28-9-0, Exterior(2R) 28-9-0 to 34-9-1, Interior (1) 34-9-1 to 42-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 2 and 44 lb uplift at joint 12. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064705A4Hip1120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:00 Page: 1 ID:A1IdsMQ8EJQOYGyxUAM_ofyxSdA-4pKnFo8m03i2EPb4GYkolmVXY0z2tI4Vzwi7kEyxDtc July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x8 =2x4 =3x6 =3x5 =5x10 =3x6 =6x8 =5x6 =2x4 =4x8 =3x6 =5x10 =3x5 =2x4 =5x6 111 2 17 21 1622 15 23 14 13 24 12 10 920 3 4 18 76 19 8 5 1-2-8 -1-2-8 1-6-8 42-4-8 3-7-8 16-8-0 4-6-1 36-3-1 4-6-15 40-10-0 7-6-8 24-2-8 7-6-8 31-9-0 6-3-13 13-0-8 6-8-11 6-8-11 7-8-4 24-2-8 7-8-4 31-10-12 7-11-13 16-6-4 8-6-7 8-6-7 8-11-4 40-10-09-10-30-4-70-7-20-2-26-5-116-5-110-2-26-7-132-5-09-0-13Scale = 1:78 Plate Offsets (X, Y):[2:0-8-0,0-0-10], [8:0-5-0,0-0-14], [15:0-2-8,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL)-0.29 15-17 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.74 Vert(CT)-0.52 14-15 >929 180 BCLL 0.0*Rep Stress Incr YES WB 0.68 Horz(CT)0.14 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 181 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-6:2x6 SPF No.2, 6-8:2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 17-3:2x4 SPF Stud WEDGE Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-5-13 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 6-15, 6-14 REACTIONS (size)2=0-3-8, 10=0-3-8 Max Horiz 2=175 (LC 11) Max Uplift 10=-80 (LC 13) Max Grav 2=1891 (LC 19), 10=1879 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-3=-2786/30, 3-4=-2675/56, 4-18=-2611/67, 5-18=-2574/93, 5-6=-3529/163, 6-7=-2938/146, 7-19=-2940/147, 8-19=-2937/147, 8-20=-2469/124, 9-20=-2532/97, 9-10=-2658/131, 10-11=0/41 BOT CHORD 2-17=0/2349, 17-21=0/1886, 16-21=0/1886, 16-22=0/1886, 15-22=0/1886, 15-23=0/2921, 14-23=0/2921, 13-14=0/2061, 13-24=0/2061, 12-24=0/2061, 10-12=-25/2093 WEBS 3-17=-335/180, 5-17=-73/736, 5-15=-134/2759, 6-15=-2219/218, 6-14=-104/191, 7-14=-555/147, 8-14=-48/1139, 8-12=0/414, 9-12=-103/112 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-8 to 2-10-8, Interior (1) 2-10-8 to 13-0-8, Exterior(2E) 13-0-8 to 16-8-0, Interior (1) 16-8-0 to 31-9-0, Exterior(2R) 31-9-0 to 35-10-0, Interior (1) 35-10-0 to 42-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint 10. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064706A5Roof Special 1 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:00 Page: 1 ID:AaLU?_qTDmjadVZTUJzzAqyxSce-Y0uAS89PnMrvsZAGpFF1H_2j9QLfcjreBaSgGgyxDtb July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x8 =2x4 =3x5 =3x6 =3x6 =3x8 =5x6 =2x4 =3x8 =3x6 =5x6 =3x8 =3x6 =3x5 =2x4 =5x6 10 22 25 1 17 16 15 23 14 24 13 12 11 9 21 18 2 8 73 519204 6 1-6-8 42-4-8 1-8-3 9-7-2 5-2-0 25-9-0 5-2-0 20-7-0 5-9-14 15-5-0 7-6-1 33-3-1 7-6-15 40-10-0 7-10-15 7-10-15 5-3-12 25-10-12 5-3-12 20-7-0 7-4-5 33-3-1 7-4-5 15-3-4 7-6-15 40-10-0 7-10-15 7-10-1511-5-30-4-70-7-20-2-210-5-1110-5-110-2-210-7-13Scale = 1:78.8 Plate Offsets (X, Y):[1:0-8-0,0-0-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL)-0.19 1-17 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.99 Vert(CT)-0.36 1-17 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.29 Horz(CT)0.14 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 194 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 1-3:2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-3-12 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 2-2-0 ocbracing. WEBS 1 Row at midpt 2-15, 5-15, 5-12, 8-12 REACTIONS (size)1= Mechanical, 9=0-3-8 Max Horiz 1=-198 (LC 8) Max Uplift 1=-18 (LC 12), 9=-37 (LC 13) Max Grav 1=1806 (LC 2), 9=1896 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-2804/15, 2-18=-2712/45, 2-3=-2186/52, 3-4=-2062/96, 4-19=-1714/121, 5-19=-1716/121, 5-20=-1696/118, 6-20=-1694/118, 6-7=-2038/91, 7-8=-2159/47, 8-21=-2654/39, 9-21=-2746/4, 9-10=0/41 BOT CHORD 1-22=-64/2340, 17-22=-64/2340, 16-17=-64/2340, 15-16=-64/2340, 15-23=0/1849, 14-23=0/1849, 14-24=0/1849, 13-24=0/1849, 12-13=0/1849, 11-12=0/2157, 11-25=0/2157, 9-25=0/2157 WEBS 2-17=0/388, 2-15=-761/149, 4-15=0/874, 5-15=-398/116, 5-14=0/294, 5-12=-435/112, 6-12=0/854, 8-12=-652/143, 8-11=0/372 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-12 to 4-1-12, Interior (1) 4-1-12 to 15-5-0, Exterior(2R) 15-5-0 to 21-2-5, Interior (1) 21-2-5 to 25-9-0, Exterior(2R) 25-9-0 to 31-6-5, Interior (1) 31-6-5 to 42-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 1 and 37 lb uplift at joint 9. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064707A6Hip1120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:00 Page: 1 ID:A7PL7cEoDC?lij9?TSaxY?yxSc6-Y0uAS89PnMrvsZAGpFF1H_2fbQHjcpzeBaSgGgyxDtb July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x8 =2x4 =3x5 =3x8 =5x6 =3x6 =3x8 =2x4 =3x6 =3x5 =3x5 =3x6 =5x6 =3x8 =3x6 =3x5 =2x4 =5x6 11 1 19 18 17 16 24 15 14 25 13 12 10 23 22 20 2 9 8 421 5 63 7 1-6-8 42-4-8 5-4-3 17-9-3 5-5-15 23-3-1 5-5-15 28-9-0 6-0-1 34-9-1 6-0-1 12-5-0 6-0-15 40-10-0 6-4-15 6-4-15 5-5-15 17-9-3 5-5-15 23-3-1 5-7-11 28-10-12 5-10-5 34-9-1 5-10-5 12-3-4 6-0-15 40-10-0 6-4-15 6-4-159-5-30-4-70-7-20-2-28-5-118-5-110-2-28-7-13Scale = 1:78.5 Plate Offsets (X, Y):[1:0-8-0,0-0-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL)-0.18 15-16 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.89 Vert(CT)-0.33 15-16 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.51 Horz(CT)0.15 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 196 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-19,9-12:2x4 SPF Stud WEDGE Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-9-1 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 4-18, 6-13, 4-15 REACTIONS (size)1= Mechanical, 10=0-3-8 Max Horiz 1=-161 (LC 8) Max Uplift 1=-23 (LC 12), 10=-44 (LC 13) Max Grav 1=1791 (LC 2), 10=1877 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-20=-2846/27, 2-20=-2749/51, 2-3=-2389/91, 3-4=-1905/110, 4-21=-2253/77, 5-21=-2253/77, 5-6=-2253/77, 6-7=-1862/109, 7-8=-2241/89, 8-9=-2334/54, 9-22=-2669/46, 10-22=-2747/21, 10-11=0/41 BOT CHORD 1-19=-61/2306, 18-19=-61/2306, 18-23=0/2267, 17-23=0/2267, 16-17=0/2267, 16-24=0/2267, 15-24=0/2267, 14-15=0/2253, 14-25=0/2253, 13-25=0/2253, 12-13=0/2157, 10-12=0/2157 WEBS 2-19=0/271, 2-18=-559/119, 3-18=0/1029, 4-18=-724/101, 6-13=-760/97, 7-13=0/989, 9-13=-430/113, 9-12=0/255, 4-16=0/308, 4-15=-94/84, 6-15=-3/310 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-12 to 4-1-12, Interior (1) 4-1-12 to 12-5-0, Exterior(2R) 12-5-0 to 18-2-5, Interior (1) 18-2-5 to 28-9-0, Exterior(2R) 28-9-0 to 34-9-1, Interior (1) 34-9-1 to 42-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 1 and 44 lb uplift at joint 10. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064708A7Hip1120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:01 Page: 1 ID:bzcvKSULVLWv5ohrefxdMDyxSbo-0CSYfU91YgzmUjlSNznGqBbsQqfSLDkoQEBEo6yxDta July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x8 =2x4 =3x8 =5x6 =4x8 =3x5 =3x5 =3x6 =2x4 =3x8 =4x6 =5x6 =3x8 =2x4 =5x6 111 2 17 16 15 25 14 1326 12 10 24182319 3 9 5 21 6 720 224 8 1-2-8 -1-2-8 1-6-8 42-4-8 4-6-1 36-3-1 4-6-1 9-5-0 4-6-15 40-10-0 4-10-15 4-10-15 7-4-3 24-3-1 7-5-15 31-9-0 7-5-15 16-10-15 7-4-3 24-3-1 7-7-11 16-10-15 7-7-11 31-10-12 8-11-4 40-10-0 9-3-4 9-3-47-5-30-4-70-7-20-2-26-5-116-5-110-2-26-7-13Scale = 1:77.5 Plate Offsets (X, Y):[2:0-8-0,0-0-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL)-0.26 14-15 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.97 Vert(CT)-0.48 14-15 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.54 Horz(CT)0.16 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 173 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E *Except* 16-13:2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-15 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 ocbracing. WEBS 1 Row at midpt 5-17, 7-15, 7-12 REACTIONS (size)2=0-3-8, 10=0-3-8 Max Horiz 2=129 (LC 11) Max Uplift 2=-45 (LC 12), 10=-47 (LC 13) Max Grav 2=1852 (LC 2), 10=1875 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-18=-2754/54, 18-19=-2689/70, 3-19=-2667/83, 3-4=-2587/71, 4-20=-2090/90, 5-20=-2092/89, 5-21=-2954/60, 6-21=-2954/60, 6-7=-2954/60, 7-22=-2040/87, 8-22=-2038/87, 8-9=-2523/68, 9-23=-2566/76, 23-24=-2589/62, 10-24=-2648/48, 10-11=0/41 BOT CHORD 2-17=-75/2227, 16-17=-59/2954, 15-16=-59/2954, 15-25=-28/2950, 14-25=-28/2950, 13-14=-28/2950, 13-26=-28/2950, 12-26=-28/2950, 10-12=0/2085 WEBS 3-17=-208/121, 4-17=0/1114, 5-17=-1162/120, 5-15=0/346, 7-15=-100/106, 7-14=0/384, 7-12=-1219/116, 8-12=0/1075, 9-12=-109/115 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-8 to 2-10-8, Interior (1) 2-10-8 to 9-5-0, Exterior(2R) 9-5-0 to 15-2-5, Interior (1) 15-2-5 to 31-9-0, Exterior(2R) 31-9-0 to 37-6-5, Interior (1)37-6-5 to 42-4-8 zone; cantilever left and right exposed ;end vertical left and right exposed;C-C for members andforces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 2 and 47 lb uplift at joint 10. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064709A8Hip1120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:01 Page: 1 ID:I9l6?hpH8ew4rxF1jqwyyvyxSbN-0CSYfU91YgzmUjlSNznGqBbsfqdELCCoQEBEo6yxDta July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =4x5 =2x4 =3x5 =3x6 =4x5 =3x5 =5x6 =4x8 =4x8 =4x5 =5x8 =6x8 =2x4 =4x8 =6x8 =2x4 =3x8 =4x8 =5x6 =3x5 =2x4 =4x5 NAILED HUS26-2 NAILED 141 2 24 23 22 2921 30 20 19 311832 17 1635 3615 13 33 34 28 12273 8 11269104 5 257 6 1-2-8 -1-2-8 1-6-8 42-4-8 3-3-12 19-8-0 3-0-1 37-9-1 3-0-15 40-10-0 3-3-12 16-4-4 4-11-3 29-8-1 4-2-9 8-9-15 5-0-15 24-8-15 5-0-15 34-9-0 4-2-9 13-0-8 4-7-7 4-7-7 3-0-15 40-10-0 3-1-13 37-9-1 4-2-9 8-9-15 4-2-9 13-0-8 4-7-7 4-7-7 4-11-3 34-7-4 4-11-3 24-8-15 4-11-3 29-8-1 6-9-4 19-9-129-10-30-4-70-7-24-7-134-7-134-5-09-0-13Scale = 1:78 Plate Offsets (X, Y):[7:0-0-8,0-1-8], [8:0-5-4,0-3-4], [11:0-4-4,0-2-4], [20:0-1-12,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL)-0.26 19-20 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.95 Vert(CT)-0.51 19-20 >952 180 BCLL 0.0*Rep Stress Incr NO WB 0.68 Horz(CT)0.08 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 457 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 21-18:2x6 SP 2400F 2.0E WEBS 2x4 SPF Stud *Except*5-23,22-5,22-6,22-7,20-7,19-8,19-10,16-10:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-13 oc purlins, except 2-0-0 oc purlins (4-3-11 max.): 8-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 13=0-3-8 Max Horiz 2=175 (LC 36) Max Uplift 2=-105 (LC 12), 13=-467 (LC 13) Max Grav 2=2302 (LC 43), 13=2848 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/43, 2-3=-3652/205, 3-4=-3350/241, 4-5=-3292/266, 5-6=-3079/323, 6-7=-3070/313, 7-25=-7650/832, 8-25=-7723/820, 8-9=-6812/837, 9-10=-6812/837, 10-26=-3540/641, 11-26=-3541/641, 11-27=-4188/732, 12-27=-4209/716, 12-28=-4230/709, 13-28=-4286/699, 13-14=0/45 BOT CHORD 2-24=-168/3077, 23-24=-168/3077, 22-23=-116/2813, 22-29=-199/3803, 21-29=-199/3803, 21-30=-199/3803, 20-30=-199/3803, 19-20=-491/6257, 19-31=-736/5754, 18-31=-736/5754, 18-32=-736/5754, 17-32=-736/5754, 17-33=-736/5754, 33-34=-736/5754, 16-34=-736/5754, 16-35=-500/3377, 35-36=-500/3377, 15-36=-500/3377, 13-15=-500/3377 WEBS 3-24=0/174, 3-23=-344/81, 5-23=-15/309, 5-22=-479/126, 6-22=-307/3170, 7-22=-2837/414, 7-20=-667/5546, 8-20=-4952/686, 8-19=-416/947, 9-19=-307/93, 10-19=0/1415, 10-17=-158/770, 10-16=-2932/315, 11-16=-336/2125, 12-16=-65/177, 12-15=-24/91 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 0-6-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-8 to 2-10-8, Interior (1) 2-10-8 to 13-0-8, Exterior(2R) 13-0-8 to 17-1-8, Interior (1) 17-1-8 to 34-9-0, Exterior(2R) 34-9-0 to 38-10-0, Interior (1) 38-10-0 to 42-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 2 and 467 lb uplift at joint 13. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Use USP HUS26-2 (With 4-16d nails into Girder & 4-16d nails into Truss) or equivalent at 26-2-8 from the left end to connect truss(es) to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064710AGRoof Special Girder 1 220070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:02 Page: 1 ID:bI?j4f8LR6kLrEZFtNplM7yxEg4-UO0wtqAfJ_5d5tKfxgIVMP75xD_l4dIxfuxnKZyxDtZ Continued on page 2 July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14)Hanger(s) or other connection device(s) shall beprovided sufficient to support concentrated load(s) 112 lb down and 83 lb up at 27-5-0, 112 lb down and 83 lb up at 29-5-0, 112 lb down and 83 lb up at 31-5-0, and 112 lb down and 83 lb up at 33-5-0, and 110 lb down and 82 lb up at 35-5-0 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 (lb/ft) Vert: 1-6=-60, 6-8=-60, 8-11=-60, 11-14=-60, 2-13=-20 Concentrated Loads (lb) Vert: 17=-82, 31=-1213 (B), 32=-82, 33=-82, 34=-82, 35=-80, 36=-33 (B) Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064710AGRoof Special Girder 1 220070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:02 Page: 2 ID:bI?j4f8LR6kLrEZFtNplM7yxEg4-UO0wtqAfJ_5d5tKfxgIVMP75xD_l4dIxfuxnKZyxDtZ 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =4x5 =2x4 =3x5 =5x8 =4x5 =4x8 =2x4 =4x8 =3x8 =2x4 =2x4 =4x8 =3x6 =2x4 =3x8 =4x8 =2x4 =4x8 =5x8 =4x5 =3x5 =2x4 =4x5 JUS26 JUS26 141 2 25 31 2432 33 23 3422 3521 36 37 20 19 1840 4117 42 43 16 44 4515 13 38 39 26 3027123 4 1152867892910 1-2-8 -1-2-8 1-6-8 42-4-8 3-0-1 6-5-0 3-0-1 37-9-1 3-0-15 40-10-0 3-4-15 3-4-15 4-8-1 25-3-1 4-8-1 15-10-15 4-8-1 20-7-0 4-8-1 29-11-3 4-9-13 34-9-0 4-9-13 11-2-13 3-0-15 40-10-0 3-1-13 6-6-12 3-1-13 37-9-1 3-4-15 3-4-15 4-8-1 25-3-1 4-8-1 15-10-15 4-8-1 11-2-13 4-8-1 34-7-4 4-8-1 20-7-0 4-8-1 29-11-35-5-30-4-70-7-24-7-13Scale = 1:76.5 Plate Offsets (X, Y):[4:0-6-4,0-2-4], [11:0-6-4,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)0.24 20-21 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.58 Vert(CT)-0.39 20-21 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.27 Horz(CT)0.09 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 421 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 23-4,23-6,20-6,20-9,17-9,17-11:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (5-0-7 max.): 4-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (size)2=0-3-8, 13=0-3-8 Max Horiz 2=-94 (LC 35) Max Uplift 2=-712 (LC 12), 13=-712 (LC 13) Max Grav 2=2489 (LC 1), 13=2483 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/43, 2-26=-3963/1167, 26-27=-3901/1177, 3-27=-3870/1187, 3-4=-3779/1204, 4-5=-4704/1542, 5-28=-4703/1542, 6-28=-4703/1542, 6-7=-5902/1932, 7-8=-5902/1932, 8-9=-5902/1932, 9-29=-4573/1510, 10-29=-4573/1510, 10-11=-4573/1510, 11-12=-3580/1149, 12-30=-3568/1100, 13-30=-3655/1091, 13-14=0/45 BOT CHORD 2-25=-1015/3217, 25-31=-1015/3217, 24-31=-1015/3217, 24-32=-1018/3127, 32-33=-1018/3127, 23-33=-1018/3127, 23-34=-1849/5650, 22-34=-1849/5650, 22-35=-1849/5650, 21-35=-1849/5650, 21-36=-1849/5650, 36-37=-1849/5650, 20-37=-1849/5650, 20-38=-1811/5560, 38-39=-1811/5560, 19-39=-1811/5560, 18-19=-1811/5560, 18-40=-1811/5560, 40-41=-1811/5560, 17-41=-1811/5560, 17-42=-891/2956, 42-43=-891/2956, 16-43=-891/2956, 16-44=-836/2856, 44-45=-836/2856, 15-45=-836/2856, 13-15=-836/2856 WEBS 3-25=-29/100, 3-24=-151/66, 4-24=-178/493, 4-23=-741/2136, 5-23=-284/99, 6-23=-1309/450, 6-21=-124/398, 6-20=-190/401, 7-20=-274/83, 9-20=-207/487, 9-19=-128/373, 9-17=-1360/473, 10-17=-284/98, 11-17=-762/2186, 11-16=-138/376, 12-16=-134/188, 12-15=-37/81 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. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-8 to 2-10-8, Interior (1) 2-10-8 to 6-5-0, Exterior(2R) 6-5-0 to 12-2-5, Interior (1) 12-2-5 to 34-9-0, Exterior(2R) 34-9-0 to 40-8-4, Interior (1) 40-8-4 to 42-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 712 lb uplift at joint 2 and 712 lb uplift at joint 13. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064711AG1Hip Girder 1 220070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:03 Page: 1 ID:0yoYzx?ujwgGs8UuXnaPl6yxEez-ybaI4ABH4HDTj1vrVOpkvcgLedOnpA_5uYgKt?yxDtY Continued on page 2 July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10)Graphical purlin representation does not depict the sizeor the orientation of the purlin along the top and/or bottom chord. 11)Use USP JUS26 (With 4-10d nails into Girder & 4-10d nails into Truss) or equivalent spaced at 34-0-0 oc max. starting at 3-5-0 from the left end to 37-5-0 to connect truss(es) to front face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 98 lb down and 85 lb up at 5-5-0, 112 lb down and 83 lb up at 7-5-0, 112 lb down and 83 lb up at 9-5-0, 112 lb down and 83 lb up at 11-5-0, 112 lb down and 83 lb up at 13-5-0, 128 lb down and 82 lb up at 15-5-0, 128 lb down and 82 lb up at 17-5-0, 112 lb down and 83 lb up at 19-5-0, 112 lb down and 83 lb up at 21-5-0, 112 lb down and 83 lb up at 23-5-0, 112 lb down and 83 lb up at 25-5-0, 112 lb down and 83 lb up at 27-5-0, 112 lb down and 83 lb up at 29-5-0, 112 lb down and 83 lb up at 31-5-0, and 112 lb down and 83 lb up at 33-5-0, and 110 lb down and 82 lb up at 35-5-0 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 (lb/ft) Vert: 1-4=-60, 4-11=-60, 11-14=-60, 2-13=-20 Concentrated Loads (lb) Vert: 25=-99 (F), 23=-82, 19=-82, 31=-86, 32=-82, 33=-82, 34=-82, 35=-108, 36=-108, 37=-82, 38=-82, 39=-82, 40=-82, 41=-82, 42=-82, 43=-82, 44=-80, 45=-85 (F) Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064711AG1Hip Girder 1 220070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:03 Page: 2 ID:0yoYzx?ujwgGs8UuXnaPl6yxEez-ybaI4ABH4HDTj1vrVOpkvcgLedOnpA_5uYgKt?yxDtY 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =2x4 =3x5 =3x5 =3x5 =4x5 =4x8 =3x8 =3x5 =2x4 =3x5 1 2 12 11 10 9 8 7 13 17 3 6 14 16 154 5 1-2-8 -1-2-8 2-3-0 14-2-0 5-9-1 11-11-0 5-9-1 19-11-1 6-1-15 26-1-0 6-1-15 6-1-15 2-6-8 14-3-12 5-7-5 11-9-4 5-7-5 19-11-1 6-1-15 26-1-0 6-1-15 6-1-159-1-30-4-70-2-28-1-118-1-110-2-28-3-13Scale = 1:59.2 Plate Offsets (X, Y):[2:0-2-9,0-1-8], [4:0-2-4,0-0-12], [5:0-4-0,0-1-9], [7:0-2-9,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL)-0.05 7-8 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.47 Vert(CT)-0.12 7-8 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.40 Horz(CT)0.05 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 118 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-12,6-8:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or4-0-9 oc purlins, except2-0-0 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 4-9 REACTIONS (size)2=0-3-8, 7= Mechanical Max Horiz 2=155 (LC 11) Max Uplift 2=-23 (LC 12), 7=-6 (LC 13) Max Grav 2=1118 (LC 1), 7=1033 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-13=-1558/0, 3-13=-1468/17, 3-14=-1126/28, 4-14=-1017/62, 4-15=-847/83, 5-15=-847/83, 5-16=-1020/61, 6-16=-1130/27, 6-17=-1473/21, 7-17=-1553/0 BOT CHORD 2-12=-40/1208, 11-12=-40/1208, 10-11=-40/1208, 9-10=0/845, 8-9=0/1230, 7-8=0/1230 WEBS 3-12=0/266, 3-10=-458/109, 4-10=-17/345, 4-9=-122/134, 5-9=-15/350, 6-9=-481/114, 6-8=0/270 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior (1) 1-9-8 to 11-11-0, Exterior(2E) 11-11-0 to 14-2-0, Exterior(2R) 14-2-0 to 18-4-15, Interior (1) 18-4-15 to 26-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 7 and 23 lb uplift at joint 2. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064712BHip1120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:04 Page: 1 ID:ImnEOZHdE?GOGdeuTZDxeTyxEvO-Qn7gIWCvrbLKLAU125KzSqDUu1moYb8E6CQuPRyxDtX July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =2x4 =3x8 =4x8 =3x5 =3x5 =4x8 =3x8 =2x4 =3x5 1 2 11 10 14 15 9 8 12 13 73 54 6 1-2-8 -1-2-8 4-1-8 13-0-8 4-1-8 17-2-0 4-3-1 8-11-0 4-3-1 21-5-1 4-7-15 26-1-0 4-7-15 4-7-15 8-6-8 17-3-12 8-9-4 26-1-0 8-9-4 8-9-47-1-30-4-70-2-26-1-116-1-110-2-26-3-13Scale = 1:50.2 Plate Offsets (X, Y):[2:0-2-9,0-1-8], [4:0-4-0,0-1-9], [6:0-4-0,0-1-9], [8:0-2-9,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL)-0.16 8-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.82 Vert(CT)-0.34 8-9 >925 180 BCLL 0.0*Rep Stress Incr YES WB 0.25 Horz(CT)0.05 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 106 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-3,9-7:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or4-2-0 oc purlins, except2-0-0 oc purlins (5-4-8 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 8= Mechanical Max Horiz 2=118 (LC 9) Max Uplift 2=-30 (LC 12), 8=-13 (LC 13) Max Grav 2=1189 (LC 2), 8=1118 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-12=-1623/27, 3-12=-1589/54, 3-4=-1450/42, 4-5=-1147/62, 5-6=-1156/63, 6-7=-1462/45, 7-13=-1573/60, 8-13=-1646/44 BOT CHORD 2-11=-60/1318, 10-11=0/1246, 10-14=0/1246, 14-15=0/1246, 9-15=0/1246, 8-9=0/1331 WEBS 3-11=-232/119, 4-11=0/584, 5-11=-273/99, 5-9=-261/101, 6-9=0/593, 7-9=-257/127 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior (1) 1-9-8 to 8-11-0, Exterior(2R) 8-11-0 to 13-0-8, Interior (1) 13-0-8 to 17-2-0, Exterior(2R) 17-2-0 to 21-6-9, Interior (1) 21-6-9 to 26-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 8 and 30 lb uplift at joint 2. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064713B1Hip1120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:04 Page: 1 ID:qrlHl1UgTwH7B4tzPwWhIryxEv8-Qn7gIWCvrbLKLAU125KzSqDVc1hHYeUE6CQuPRyxDtX July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x5 =2x4 =3x5 =4x8 =3x5 =3x8 =2x4 =4x6 =2x4 =3x8 =3x8 =4x5 =3x5 =2x4 =3x5 JUS26 Special 1 2 16 22 15 23 24 14 13 25 26 12 27 28 11 29 10 9 2117 83 7420185196 1-2-8 -1-2-8 2-9-1 5-11-0 2-9-1 22-11-1 3-1-15 26-1-0 3-1-15 3-1-15 4-7-13 15-4-7 4-9-9 20-2-0 4-9-9 10-8-9 2-10-13 6-0-12 2-10-13 22-11-1 3-1-15 26-1-0 3-1-15 3-1-15 4-7-13 20-0-4 4-7-13 10-8-9 4-7-13 15-4-75-1-30-4-74-3-13Scale = 1:49.1 Plate Offsets (X, Y):[4:0-5-12,0-2-0], [7:0-2-8,0-1-13] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL)-0.06 12-14 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.31 Vert(CT)-0.11 12-14 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.23 Horz(CT)0.03 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 256 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 14-4,14-6,11-6:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 9=0-3-8 Max Horiz 2=82 (LC 9) Max Uplift 2=-348 (LC 12), 9=-322 (LC 13) Max Grav 2=1695 (LC 1), 9=1594 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/43, 2-17=-2588/546, 3-17=-2531/556, 3-4=-2394/557, 4-18=-2707/623, 5-18=-2706/624, 5-19=-2706/624, 6-19=-2706/624, 6-20=-1976/480, 7-20=-1977/480, 7-8=-2372/545, 8-21=-2536/552, 9-21=-2588/541 BOT CHORD 2-16=-467/2085, 16-22=-467/2085, 15-22=-467/2085, 15-23=-459/1974, 23-24=-459/1974, 14-24=-459/1974, 13-14=-605/2707, 13-25=-605/2707, 25-26=-605/2707, 12-26=-605/2707, 12-27=-605/2707, 27-28=-605/2707,11-28=-605/2707, 11-29=-417/2089,10-29=-417/2089, 9-10=-417/2089 WEBS 3-16=-17/117, 3-15=-177/61, 4-15=-131/512, 4-14=-274/989, 5-14=-287/90, 6-14=-69/76, 6-12=-83/368, 6-11=-1000/284, 7-11=-238/1068, 8-11=-204/73, 8-10=-10/127 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. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior (1) 1-9-8 to 5-11-0, Exterior(2R) 5-11-0 to 10-1-15, Interior (1) 10-1-15 to 20-2-0, Exterior(2R) 20-2-0 to 24-4-15, Interior (1) 24-4-15 to 25-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 322 lb uplift at joint 9 and 348 lb uplift at joint 2. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Use USP JUS26 (With 4-10d nails into Girder & 4-10d nails into Truss) or equivalent at 3-3-12 from the left end to connect truss(es) to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 113 lb down and 56 lb up at 5-3-12, 118 lb down and 67 lb up at 6-9-4, 118 lb down and 67 lb up at 8-9-4, 118 lb down and 67 lb up at 10-9-4, 118 lb down and 67 lb up at 12-9-4, 118 lb down and 67 lb up at 14-9-4, 118 lb down and 67 lb up at 16-9-4, 118 lb down and 67 lb up at 18-9-4, and 113 lb down and 56 lb up at 20-9-4, and 117 lb down and 63 lb up at 22-9-4 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 (lb/ft) Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064714BGHip Girder 1 220070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:05 Page: 1 ID:uGDp1o3PwzSAZc6OmjuBnAyxEuN-Qn7gIWCvrbLKLAU125KzSqDYB1pFYeqE6CQuPRyxDtX Continued on page 2 July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Vert: 1-4=-60, 4-7=-60, 7-9=-60, 2-9=-20 Concentrated Loads (lb) Vert: 16=-117 (B), 14=-101, 10=-117 (B), 22=-101,23=-101, 24=-101, 25=-101, 26=-101, 27=-101,28=-101, 29=-101 Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064714BGHip Girder 1 220070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:05 Page: 2 ID:uGDp1o3PwzSAZc6OmjuBnAyxEuN-Qn7gIWCvrbLKLAU125KzSqDYB1pFYeqE6CQuPRyxDtX 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =5x10 =5x6 =5x6 =2x4 =3x5 =3x5 =3x5 =3x5 =4x5 =3x8 =3x5 =3x5 =3x5 =3x5 =2x4 =5x6 =5x6 =5x10 131 2 18 21 2217 16 1523 24 14 12 113 4 10 95 86 19 20 7 1-6-8 -1-6-8 1-6-8 33-7-8 5-3-0 10-9-8 5-3-0 26-6-8 5-3-0 16-0-8 5-3-0 21-3-8 5-6-8 32-1-0 5-6-8 5-6-8 7-10-8 23-11-0 7-10-8 16-0-8 8-2-0 8-2-0 8-2-0 32-1-012-0-141-0-311-8-8Scale = 1:72 Plate Offsets (X, Y):[2:0-8-0,Edge], [12:0-8-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL)-0.16 16-18 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.73 Vert(CT)-0.28 16-18 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.28 Horz(CT)0.07 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 169 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 14-10,18-4:2x4 SPF Stud SLIDER Left 2x8 SP 2400F 2.0E -- 3-5-9, Right 2x8 SP 2400F 2.0E -- 3-5-9 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 8-16, 6-16 REACTIONS (size)2=0-3-8, 12=0-3-8 Max Horiz 2=-215 (LC 10) Max Uplift 2=-21 (LC 12), 12=-21 (LC 13) Max Grav 2=1547 (LC 19), 12=1547 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-1986/9, 3-4=-1896/31, 4-5=-1806/39, 5-6=-1756/71, 6-19=-1359/91, 7-19=-1277/118, 7-20=-1277/118, 8-20=-1359/91, 8-9=-1756/71, 9-10=-1806/39, 10-11=-1896/31, 11-12=-1986/10, 12-13=0/20 BOT CHORD 2-18=-80/1634, 18-21=-1/1448, 21-22=-1/1448, 17-22=-1/1448, 16-17=-1/1448, 15-16=0/1366, 15-23=0/1366, 23-24=0/1366, 14-24=0/1366, 12-14=0/1477 WEBS 7-16=-48/1175, 8-16=-583/149, 8-14=-18/427, 10-14=-132/139, 6-16=-583/149, 6-18=-17/427, 4-18=-132/139 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-8 to 1-8-0, Interior (1) 1-8-0 to 16-0-8, Exterior(2R) 16-0-8 to 19-3-0, Interior (1) 19-3-0 to 33-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 3x5 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 2 and 21 lb uplift at joint 12. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064715CCommon2120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:05 Page: 1 ID:2aqEIydBYuYVyBaIVGnSNYyxENN-uzh2VsDXcvTByK3DcprC_1lYrR2_H4DNLs9RxuyxDtW July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =5x8 =4x5 =4x5 =2x4 =4x8 =3x5 =3x5 =3x5 =5x6 =4x8 =3x5 =3x5 =3x5 =4x8 =2x4 =4x5 =4x5 =5x8 131 2 18 21 2217 16 1523 24 14 12 113 4 10 5 9 6 8 19 20 7 1-6-8 -1-6-8 1-6-8 33-7-8 5-3-0 10-9-8 5-3-0 26-6-8 5-3-0 16-0-8 5-3-0 21-3-8 5-6-8 32-1-0 5-6-8 5-6-8 7-10-8 23-11-0 7-10-8 16-0-8 8-2-0 8-2-0 8-2-0 32-1-012-3-41-0-311-8-8Scale = 1:72 Plate Offsets (X, Y):[2:0-5-9,Edge], [12:0-5-9,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL)-0.06 16-18 >999 600 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.68 Vert(CT)-0.20 16-18 >999 600 BCLL 0.0*Rep Stress Incr NO WB 0.59 Horz(CT)0.08 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Wind(LL)0.02 16-18 >999 240 Weight: 393 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 17-15:2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 14-10,18-4:2x4 SPFStud SLIDER Left 2x6 SPF No.2 -- 3-4-4, Right 2x6 SPF No.2 -- 3-4-4 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 12=0-3-8 Max Horiz 2=215 (LC 11) Max Grav 2=5942 (LC 19), 12=5942 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/224, 2-3=-6878/0, 3-4=-6063/0, 4-5=-5456/0, 5-6=-5019/0, 6-19=-3569/0, 7-19=-3315/0, 7-20=-3315/0, 8-20=-3569/0, 8-9=-5019/0, 9-10=-5456/0, 10-11=-6063/0, 11-12=-6878/0, 12-13=0/224 BOT CHORD 2-18=0/4925, 18-21=0/3855, 21-22=0/3855, 17-22=0/3855, 16-17=0/3855, 15-16=0/3772, 15-23=0/3772, 23-24=0/3772, 14-24=0/3772, 12-14=0/4767 WEBS 7-16=0/3271, 8-16=-1850/0, 8-14=0/1363, 10-14=-1189/0, 6-16=-1850/0, 6-18=0/1362, 4-18=-1189/0 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rowsstaggered at 0-8-0 oc.Bottom chords connected as follows: 2x4 - 1 row at0-9-0 oc.Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-8 to 1-8-0, Interior (1) 1-8-0 to 16-0-8, Exterior(2R) 16-0-8 to 19-3-0, Interior (1) 19-3-0 to 33-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)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 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 (lb/ft) Vert: 2-12=-20 Trapezoidal Loads (lb/ft) Vert: 1=-560 (F=-500)-to-2=-516 (F=-456), 2=-516 (F=-456)-to-3=-443 (F=-383), 3=-443 (F=-383)- to-4=-362 (F=-302), 4=-362 (F=-302)-to-5=-293 (F=-233), 5=-293 (F=-233)-to-6=-209 (F=-149), 6=-209 (F=-149)-to-19=-151 (F=-91), 19=-151 (F=-91)-to-7=-60, 7=-60-to-20=-151 (F=-91), 20=-151 (F=-91)-to-8=-209 (F=-149), 8=-209 (F=-149)-to-9=-293 (F=-233), 9=-293 (F=-233)- to-10=-362 (F=-302), 10=-362 (F=-302)-to-11=-443 (F=-383), 11=-443 (F=-383)-to-12=-516 (F=-456), 12=-516 (F=-456)-to-13=-560 (F=-500) 2)Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 2-21=-35, 21-22=-50, 22-23=-35, 23-24=-50, 12-24=-35 Trapezoidal Loads (lb/ft) Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064716C1Common1220070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:06 Page: 1 ID:JldTIMboOfyWO4yR_IhRyjyxEKr-MAFRjBD9NCb2aUeQAWMRXFIq6rPw0RdXaWv?TKyxDtV Continued on page 2 July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Vert: 1=-550 (F=-500)-to-2=-506 (F=-456), 2=-506(F=-456)-to-3=-433 (F=-383), 3=-433 (F=-383)- to-4=-352 (F=-302), 4=-352 (F=-302)-to-5=-283 (F=-233), 5=-283 (F=-233)-to-6=-199 (F=-149), 6=-199 (F=-149)-to-19=-141 (F=-91), 19=-141 (F=-91)-to-7=-50, 7=-50-to-20=-141 (F=-91), 20=-141 (F=-91)-to-8=-199 (F=-149), 8=-199 (F=-149)-to-9=-283 (F=-233), 9=-283 (F=-233)- to-10=-352 (F=-302), 10=-352 (F=-302)-to-11=-433 (F=-383), 11=-433 (F=-383)-to-12=-506 (F=-456), 12=-506 (F=-456)-to-13=-550 (F=-500) 3)Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 2-12=-40 Trapezoidal Loads (lb/ft) Vert: 1=-520 (F=-500)-to-2=-476 (F=-456), 2=-476 (F=-456)-to-3=-403 (F=-383), 3=-403 (F=-383)- to-4=-322 (F=-302), 4=-322 (F=-302)-to-5=-253 (F=-233), 5=-253 (F=-233)-to-6=-169 (F=-149), 6=-169 (F=-149)-to-19=-111 (F=-91), 19=-111 (F=-91)-to-7=-20, 7=-20-to-20=-111 (F=-91), 20=-111 (F=-91)-to-8=-169 (F=-149), 8=-169 (F=-149)- to-9=-253 (F=-233), 9=-253 (F=-233)-to-10=-322 (F=-302), 10=-322 (F=-302)-to-11=-403 (F=-383), 11=-403 (F=-383)-to-12=-476 (F=-456), 12=-476 (F=-456)-to-13=-520 (F=-500) 4)Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 2-12=-12 Horz: 1-2=-37, 2-7=-23, 7-20=27, 12-20=23, 12-13=18 Trapezoidal Loads (lb/ft) Vert: 1=-475 (F=-500)-to-2=-431 (F=-456), 2=-446 (F=-456)-to-3=-372 (F=-383), 3=-372 (F=-383)- to-4=-292 (F=-302), 4=-292 (F=-302)-to-5=-222 (F=-233), 5=-222 (F=-233)-to-6=-139 (F=-149), 6=-139 (F=-149)-to-19=-81 (F=-91), 19=-81 (F=-91)- to-7=11, 7=15-to-20=-76 (F=-91), 20=-81 (F=-91)- to-8=-139 (F=-149), 8=-139 (F=-149)-to-9=-222(F=-233), 9=-222 (F=-233)-to-10=-292 (F=-302),10=-292 (F=-302)-to-11=-372 (F=-383), 11=-372(F=-383)-to-12=-446 (F=-456), 12=-450 (F=-456)-to-13=-494 (F=-500) 5)Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 2-12=-12 Horz: 1-2=-18, 2-19=-23, 7-19=-27, 7-12=23, 12-13=37 Trapezoidal Loads (lb/ft) Vert: 1=-494 (F=-500)-to-2=-450 (F=-456), 2=-446 (F=-456)-to-3=-372 (F=-383), 3=-372 (F=-383)- to-4=-292 (F=-302), 4=-292 (F=-302)-to-5=-222 (F=-233), 5=-222 (F=-233)-to-6=-139 (F=-149), 6=-139 (F=-149)-to-19=-81 (F=-91), 19=-76 (F=-91)- to-7=15, 7=11-to-20=-81 (F=-91), 20=-81 (F=-91)- to-8=-139 (F=-149), 8=-139 (F=-149)-to-9=-222 (F=-233), 9=-222 (F=-233)-to-10=-292 (F=-302), 10=-292 (F=-302)-to-11=-372 (F=-383), 11=-372 (F=-383)-to-12=-446 (F=-456), 12=-431 (F=-456)- to-13=-475 (F=-500) 6)Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 2-12=-20 Horz: 1-2=-11, 2-7=16, 7-12=-16, 12-13=-11 Trapezoidal Loads (lb/ft) Vert: 1=-509 (F=-500)-to-2=-465 (F=-456), 2=-492(F=-456)-to-3=-418 (F=-383), 3=-418 (F=-383)- to-4=-338 (F=-302), 4=-338 (F=-302)-to-5=-269 (F=-233), 5=-269 (F=-233)-to-6=-185 (F=-149), 6=-185 (F=-149)-to-19=-127 (F=-91), 19=-127 (F=-91)-to-7=-36, 7=-36-to-20=-127 (F=-91), 20=-127 (F=-91)-to-8=-185 (F=-149), 8=-185 (F=-149)-to-9=-269 (F=-233), 9=-269 (F=-233)- to-10=-338 (F=-302), 10=-338 (F=-302)-to-11=-418 (F=-383), 11=-418 (F=-383)-to-12=-492 (F=-456), 12=-488 (F=-456)-to-13=-531 (F=-500) 7)Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 2-12=-20 Horz: 1-2=11, 2-7=16, 7-12=-16, 12-13=11 Trapezoidal Loads (lb/ft) Vert: 1=-531 (F=-500)-to-2=-488 (F=-456), 2=-492 (F=-456)-to-3=-418 (F=-383), 3=-418 (F=-383)- to-4=-338 (F=-302), 4=-338 (F=-302)-to-5=-269 (F=-233), 5=-269 (F=-233)-to-6=-185 (F=-149), 6=-185 (F=-149)-to-19=-127 (F=-91), 19=-127 (F=-91)-to-7=-36, 7=-36-to-20=-127 (F=-91), 20=-127 (F=-91)-to-8=-185 (F=-149), 8=-185 (F=-149)-to-9=-269 (F=-233), 9=-269 (F=-233)- to-10=-338 (F=-302), 10=-338 (F=-302)-to-11=-418 (F=-383), 11=-418 (F=-383)-to-12=-492 (F=-456), 12=-465 (F=-456)-to-13=-509 (F=-500) 8)Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 2-12=-12 Horz: 1-2=-7, 2-7=2, 7-12=16, 12-13=12 Trapezoidal Loads (lb/ft) Vert: 1=-505 (F=-500)-to-2=-461 (F=-456), 2=-470 (F=-456)-to-3=-397 (F=-383), 3=-397 (F=-383)- to-4=-316 (F=-302), 4=-316 (F=-302)-to-5=-247 (F=-233), 5=-247 (F=-233)-to-6=-163 (F=-149), 6=-163 (F=-149)-to-19=-105 (F=-91), 19=-105 (F=-91)-to-7=-14, 7=4-to-20=-87 (F=-91), 20=-87 (F=-91)-to-8=-145 (F=-149), 8=-145 (F=-149)- to-9=-229 (F=-233), 9=-229 (F=-233)-to-10=-298 (F=-302), 10=-298 (F=-302)-to-11=-378 (F=-383), 11=-378 (F=-383)-to-12=-452 (F=-456), 12=-456 (F=-456)-to-13=-500 (F=-500) 9)Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 2-12=-12 Horz: 1-2=-12, 2-7=-16, 7-12=-2, 12-13=7 Trapezoidal Loads (lb/ft) Vert: 1=-500 (F=-500)-to-2=-456 (F=-456), 2=-452 (F=-456)-to-3=-378 (F=-383), 3=-378 (F=-383)- to-4=-298 (F=-302), 4=-298 (F=-302)-to-5=-229(F=-233), 5=-229 (F=-233)-to-6=-145 (F=-149),6=-145 (F=-149)-to-19=-87 (F=-91), 19=-87 (F=-91)-to-7=4, 7=-14-to-20=-105 (F=-91), 20=-105 (F=-91)-to-8=-163 (F=-149), 8=-163 (F=-149)-to-9=-247(F=-233), 9=-247 (F=-233)-to-10=-316 (F=-302),10=-316 (F=-302)-to-11=-397 (F=-383), 11=-397 (F=-383)-to-12=-470 (F=-456), 12=-461 (F=-456)- to-13=-505 (F=-500) 10)Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 2-12=-20 Horz: 1-2=6, 2-7=10, 7-12=8, 12-13=12 Trapezoidal Loads (lb/ft) Vert: 1=-526 (F=-500)-to-2=-482 (F=-456), 2=-486(F=-456)-to-3=-413 (F=-383), 3=-413 (F=-383)- to-4=-333 (F=-302), 4=-333 (F=-302)-to-5=-263 (F=-233), 5=-263 (F=-233)-to-6=-180 (F=-149), 6=-180 (F=-149)-to-19=-122 (F=-91), 19=-122 (F=-91)-to-7=-30, 7=-12-to-20=-103 (F=-91), 20=-103 (F=-91)-to-8=-161 (F=-149), 8=-161 (F=-149)-to-9=-245 (F=-233), 9=-245 (F=-233)- to-10=-314 (F=-302), 10=-314 (F=-302)-to-11=-395 (F=-383), 11=-395 (F=-383)-to-12=-468 (F=-456), 12=-464 (F=-456)-to-13=-508 (F=-500) 11)Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 2-12=-20 Horz: 1-2=-12, 2-7=-8, 7-12=-10, 12-13=-6 Trapezoidal Loads (lb/ft) Vert: 1=-508 (F=-500)-to-2=-464 (F=-456), 2=-468 (F=-456)-to-3=-395 (F=-383), 3=-395 (F=-383)- to-4=-314 (F=-302), 4=-314 (F=-302)-to-5=-245 (F=-233), 5=-245 (F=-233)-to-6=-161 (F=-149), 6=-161 (F=-149)-to-19=-103 (F=-91), 19=-103 (F=-91)-to-7=-12, 7=-30-to-20=-122 (F=-91), 20=-122 (F=-91)-to-8=-180 (F=-149), 8=-180 (F=-149)-to-9=-263 (F=-233), 9=-263 (F=-233)- to-10=-333 (F=-302), 10=-333 (F=-302)-to-11=-413 (F=-383), 11=-413 (F=-383)-to-12=-486 (F=-456), 12=-482 (F=-456)-to-13=-526 (F=-500) 12)Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 2-12=-12 Horz: 1-2=-25, 2-7=-29, 7-12=16, 12-13=12 Trapezoidal Loads (lb/ft) Vert: 1=-487 (F=-500)-to-2=-444 (F=-456), 2=-439 (F=-456)-to-3=-366 (F=-383), 3=-366 (F=-383)- to-4=-286 (F=-302), 4=-286 (F=-302)-to-5=-216 (F=-233), 5=-216 (F=-233)-to-6=-133 (F=-149), 6=-133 (F=-149)-to-19=-75 (F=-91), 19=-75 (F=-91)- to-7=17, 7=4-to-20=-87 (F=-91), 20=-87 (F=-91)- to-8=-145 (F=-149), 8=-145 (F=-149)-to-9=-229 (F=-233), 9=-229 (F=-233)-to-10=-298 (F=-302), 10=-298 (F=-302)-to-11=-378 (F=-383), 11=-378 (F=-383)-to-12=-452 (F=-456), 12=-456 (F=-456)- to-13=-500 (F=-500) 13)Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 2-12=-12 Horz: 1-2=-12, 2-7=-16, 7-12=29, 12-13=25 Trapezoidal Loads (lb/ft) Vert: 1=-500 (F=-500)-to-2=-456 (F=-456), 2=-452 (F=-456)-to-3=-378 (F=-383), 3=-378 (F=-383)- to-4=-298 (F=-302), 4=-298 (F=-302)-to-5=-229(F=-233), 5=-229 (F=-233)-to-6=-145 (F=-149),6=-145 (F=-149)-to-19=-87 (F=-91), 19=-87 (F=-91)-to-7=4, 7=17-to-20=-75 (F=-91), 20=-75 (F=-91)-to-8=-133 (F=-149), 8=-133 (F=-149)-to-9=-216(F=-233), 9=-216 (F=-233)-to-10=-286 (F=-302),10=-286 (F=-302)-to-11=-366 (F=-383), 11=-366 (F=-383)-to-12=-439 (F=-456), 12=-444 (F=-456)- to-13=-487 (F=-500) 14)Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 2-12=-12 Horz: 1-2=-16, 2-7=-20, 7-12=13, 12-13=8 Trapezoidal Loads (lb/ft) Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064716C1Common1220070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:06 Page: 2 ID:JldTIMboOfyWO4yR_IhRyjyxEKr-MAFRjBD9NCb2aUeQAWMRXFIq6rPw0RdXaWv?TKyxDtV Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Vert: 1=-496 (F=-500)-to-2=-452 (F=-456), 2=-448(F=-456)-to-3=-375 (F=-383), 3=-375 (F=-383)- to-4=-294 (F=-302), 4=-294 (F=-302)-to-5=-225 (F=-233), 5=-225 (F=-233)-to-6=-141 (F=-149), 6=-141 (F=-149)-to-19=-83 (F=-91), 19=-83 (F=-91)- to-7=8, 7=1-to-20=-91 (F=-91), 20=-91 (F=-91)- to-8=-149 (F=-149), 8=-149 (F=-149)-to-9=-232 (F=-233), 9=-232 (F=-233)-to-10=-302 (F=-302), 10=-302 (F=-302)-to-11=-382 (F=-383), 11=-382 (F=-383)-to-12=-456 (F=-456), 12=-460 (F=-456)- to-13=-504 (F=-500) 15)Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 2-12=-12 Horz: 1-2=-8, 2-7=-13, 7-12=20, 12-13=16 Trapezoidal Loads (lb/ft) Vert: 1=-504 (F=-500)-to-2=-460 (F=-456), 2=-456 (F=-456)-to-3=-382 (F=-383), 3=-382 (F=-383)- to-4=-302 (F=-302), 4=-302 (F=-302)-to-5=-232 (F=-233), 5=-232 (F=-233)-to-6=-149 (F=-149), 6=-149 (F=-149)-to-19=-91 (F=-91), 19=-91 (F=-91)- to-7=1, 7=8-to-20=-83 (F=-91), 20=-83 (F=-91)- to-8=-141 (F=-149), 8=-141 (F=-149)-to-9=-225 (F=-233), 9=-225 (F=-233)-to-10=-294 (F=-302), 10=-294 (F=-302)-to-11=-375 (F=-383), 11=-375 (F=-383)-to-12=-448 (F=-456), 12=-452 (F=-456)- to-13=-496 (F=-500) 16)Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 2-12=-20 Horz: 1-2=-25, 2-7=-20, 7-12=8, 12-13=12 Trapezoidal Loads (lb/ft) Vert: 1=-495 (F=-500)-to-2=-452 (F=-456), 2=-456 (F=-456)-to-3=-382 (F=-383), 3=-382 (F=-383)- to-4=-302 (F=-302), 4=-302 (F=-302)-to-5=-233 (F=-233), 5=-233 (F=-233)-to-6=-149 (F=-149), 6=-149 (F=-149)-to-19=-91 (F=-91), 19=-91 (F=-91)- to-7=0, 7=-12-to-20=-103 (F=-91), 20=-103 (F=-91)- to-8=-161 (F=-149), 8=-161 (F=-149)-to-9=-245 (F=-233), 9=-245 (F=-233)-to-10=-314 (F=-302), 10=-314 (F=-302)-to-11=-395 (F=-383), 11=-395 (F=-383)-to-12=-468 (F=-456), 12=-464 (F=-456)- to-13=-508 (F=-500) 17)Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 2-12=-20 Horz: 1-2=-12, 2-7=-8, 7-12=20, 12-13=25 Trapezoidal Loads (lb/ft) Vert: 1=-508 (F=-500)-to-2=-464 (F=-456), 2=-468 (F=-456)-to-3=-395 (F=-383), 3=-395 (F=-383)- to-4=-314 (F=-302), 4=-314 (F=-302)-to-5=-245(F=-233), 5=-245 (F=-233)-to-6=-161 (F=-149),6=-161 (F=-149)-to-19=-103 (F=-91), 19=-103(F=-91)-to-7=-12, 7=0-to-20=-91 (F=-91), 20=-91(F=-91)-to-8=-149 (F=-149), 8=-149 (F=-149)-to-9=-233 (F=-233), 9=-233 (F=-233)-to-10=-302(F=-302), 10=-302 (F=-302)-to-11=-382 (F=-383), 11=-382 (F=-383)-to-12=-456 (F=-456), 12=-452 (F=-456)-to-13=-495 (F=-500) 18)Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 2-21=-40, 21-22=-60, 22-23=-40, 23-24=-60, 12-24=-40 Trapezoidal Loads (lb/ft) Vert: 1=-520 (F=-500)-to-2=-476 (F=-456), 2=-476(F=-456)-to-3=-403 (F=-383), 3=-403 (F=-383)- to-4=-322 (F=-302), 4=-322 (F=-302)-to-5=-253 (F=-233), 5=-253 (F=-233)-to-6=-169 (F=-149), 6=-169 (F=-149)-to-19=-111 (F=-91), 19=-111 (F=-91)-to-7=-20, 7=-20-to-20=-111 (F=-91), 20=-111 (F=-91)-to-8=-169 (F=-149), 8=-169 (F=-149)- to-9=-253 (F=-233), 9=-253 (F=-233)-to-10=-322 (F=-302), 10=-322 (F=-302)-to-11=-403 (F=-383), 11=-403 (F=-383)-to-12=-476 (F=-456), 12=-476 (F=-456)-to-13=-520 (F=-500) 19)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 (lb/ft) Vert: 2-21=-35, 21-22=-50, 22-23=-35, 23-24=-50, 12-24=-35 Horz: 1-2=5, 2-7=8, 7-12=6, 12-13=9 Trapezoidal Loads (lb/ft) Vert: 1=-555 (F=-500)-to-2=-511 (F=-456), 2=-514 (F=-456)-to-3=-440 (F=-383), 3=-440 (F=-383)-to-4=-360 (F=-302), 4=-360 (F=-302)-to-5=-291(F=-233), 5=-291 (F=-233)-to-6=-207 (F=-149),6=-207 (F=-149)-to-19=-149 (F=-91), 19=-149(F=-91)-to-7=-58, 7=-44-to-20=-135 (F=-91),20=-135 (F=-91)-to-8=-193 (F=-149), 8=-193 (F=-149)-to-9=-277 (F=-233), 9=-277 (F=-233)- to-10=-346 (F=-302), 10=-346 (F=-302)-to-11=-427 (F=-383), 11=-427 (F=-383)-to-12=-500 (F=-456), 12=-497 (F=-456)-to-13=-541 (F=-500) 20)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 (lb/ft) Vert: 2-21=-35, 21-22=-50, 22-23=-35, 23-24=-50, 12-24=-35 Horz: 1-2=-9, 2-7=-6, 7-12=-8, 12-13=-5 Trapezoidal Loads (lb/ft) Vert: 1=-541 (F=-500)-to-2=-497 (F=-456), 2=-500 (F=-456)-to-3=-427 (F=-383), 3=-427 (F=-383)- to-4=-346 (F=-302), 4=-346 (F=-302)-to-5=-277 (F=-233), 5=-277 (F=-233)-to-6=-193 (F=-149), 6=-193 (F=-149)-to-19=-135 (F=-91), 19=-135 (F=-91)-to-7=-44, 7=-58-to-20=-149 (F=-91), 20=-149 (F=-91)-to-8=-207 (F=-149), 8=-207(F=-149)-to-9=-291 (F=-233), 9=-291 (F=-233)-to-10=-360 (F=-302), 10=-360 (F=-302)-to-11=-440(F=-383), 11=-440 (F=-383)-to-12=-514 (F=-456),12=-511 (F=-456)-to-13=-555 (F=-500) 21)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 (lb/ft) Vert: 2-21=-35, 21-22=-50, 22-23=-35, 23-24=-50, 12-24=-35 Horz: 1-2=-18, 2-7=-15, 7-12=6, 12-13=9 Trapezoidal Loads (lb/ft) Vert: 1=-532 (F=-500)-to-2=-488 (F=-456), 2=-491 (F=-456)-to-3=-417 (F=-383), 3=-417 (F=-383)- to-4=-337 (F=-302), 4=-337 (F=-302)-to-5=-268 (F=-233), 5=-268 (F=-233)-to-6=-184 (F=-149), 6=-184 (F=-149)-to-19=-126 (F=-91), 19=-126 (F=-91)-to-7=-35, 7=-44-to-20=-135 (F=-91), 20=-135 (F=-91)-to-8=-193 (F=-149), 8=-193 (F=-149)-to-9=-277 (F=-233), 9=-277 (F=-233)- to-10=-346 (F=-302), 10=-346 (F=-302)-to-11=-427 (F=-383), 11=-427 (F=-383)-to-12=-500 (F=-456), 12=-497 (F=-456)-to-13=-541 (F=-500) 22)Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. AtticStorage + 0.75(0.6 MWFRS Wind (Neg. Int) 2ndParallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 2-21=-35, 21-22=-50, 22-23=-35, 23-24=-50, 12-24=-35 Horz: 1-2=-9, 2-7=-6, 7-12=15, 12-13=18 Trapezoidal Loads (lb/ft) Vert: 1=-541 (F=-500)-to-2=-497 (F=-456), 2=-500(F=-456)-to-3=-427 (F=-383), 3=-427 (F=-383)- to-4=-346 (F=-302), 4=-346 (F=-302)-to-5=-277 (F=-233), 5=-277 (F=-233)-to-6=-193 (F=-149), 6=-193 (F=-149)-to-19=-135 (F=-91), 19=-135 (F=-91)-to-7=-44, 7=-35-to-20=-126 (F=-91), 20=-126 (F=-91)-to-8=-184 (F=-149), 8=-184 (F=-149)-to-9=-268 (F=-233), 9=-268 (F=-233)- to-10=-337 (F=-302), 10=-337 (F=-302)-to-11=-417 (F=-383), 11=-417 (F=-383)-to-12=-491 (F=-456), 12=-488 (F=-456)-to-13=-532 (F=-500) 23)Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 2-12=-12 Horz: 1-2=-16, 2-7=16, 7-13=-16 Trapezoidal Loads (lb/ft) Vert: 1=-496 (F=-500)-to-2=-452 (F=-456), 2=-484 (F=-456)-to-3=-411 (F=-383), 3=-411 (F=-383)- to-4=-331 (F=-302), 4=-331 (F=-302)-to-5=-261 (F=-233), 5=-261 (F=-233)-to-6=-178 (F=-149), 6=-178 (F=-149)-to-19=-120 (F=-91), 19=-120 (F=-91)-to-7=-28, 7=-28-to-20=-120 (F=-91), 20=-120 (F=-91)-to-8=-178 (F=-149), 8=-178 (F=-149)-to-9=-261 (F=-233), 9=-261 (F=-233)- to-10=-331 (F=-302), 10=-331 (F=-302)-to-11=-411 (F=-383), 11=-411 (F=-383)-to-12=-484 (F=-456), 12=-484 (F=-456)-to-13=-528 (F=-500) 24)Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 2-12=-12 Horz: 1-7=-16, 7-13=16 Trapezoidal Loads (lb/ft) Vert: 1=-496 (F=-500)-to-2=-452 (F=-456), 2=-452 (F=-456)-to-3=-378 (F=-383), 3=-378 (F=-383)- to-4=-298 (F=-302), 4=-298 (F=-302)-to-5=-229 (F=-233), 5=-229 (F=-233)-to-6=-145 (F=-149), 6=-145 (F=-149)-to-19=-87 (F=-91), 19=-87 (F=-91)- to-7=4, 7=4-to-20=-87 (F=-91), 20=-87 (F=-91)- to-8=-145 (F=-149), 8=-145 (F=-149)-to-9=-229 (F=-233), 9=-229 (F=-233)-to-10=-298 (F=-302), 10=-298 (F=-302)-to-11=-378 (F=-383), 11=-378 (F=-383)-to-12=-452 (F=-456), 12=-452 (F=-456)- to-13=-496 (F=-500) 25)1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 2-12=-20 Trapezoidal Loads (lb/ft) Vert: 1=-560 (F=-500)-to-2=-516 (F=-456), 2=-516 (F=-456)-to-3=-443 (F=-383), 3=-443 (F=-383)- to-4=-362 (F=-302), 4=-362 (F=-302)-to-5=-293 (F=-233), 5=-293 (F=-233)-to-6=-209 (F=-149), 6=-209 (F=-149)-to-19=-151 (F=-91), 19=-151 (F=-91)-to-7=-60, 7=-20-to-20=-111 (F=-91), 20=-111 (F=-91)-to-8=-169 (F=-149), 8=-169 (F=-149)- to-9=-253 (F=-233), 9=-253 (F=-233)-to-10=-322 (F=-302), 10=-322 (F=-302)-to-11=-403 (F=-383), 11=-403 (F=-383)-to-12=-476 (F=-456), 12=-476 (F=-456)-to-13=-520 (F=-500) 26)2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 2-12=-20 Trapezoidal Loads (lb/ft) Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064716C1Common1220070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:06 Page: 3 ID:JldTIMboOfyWO4yR_IhRyjyxEKr-MAFRjBD9NCb2aUeQAWMRXFIq6rPw0RdXaWv?TKyxDtV Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Vert: 1=-520 (F=-500)-to-2=-476 (F=-456), 2=-476(F=-456)-to-3=-403 (F=-383), 3=-403 (F=-383)- to-4=-322 (F=-302), 4=-322 (F=-302)-to-5=-253 (F=-233), 5=-253 (F=-233)-to-6=-169 (F=-149), 6=-169 (F=-149)-to-19=-111 (F=-91), 19=-111 (F=-91)-to-7=-20, 7=-60-to-20=-151 (F=-91), 20=-151 (F=-91)-to-8=-209 (F=-149), 8=-209 (F=-149)-to-9=-293 (F=-233), 9=-293 (F=-233)- to-10=-362 (F=-302), 10=-362 (F=-302)-to-11=-443 (F=-383), 11=-443 (F=-383)-to-12=-516 (F=-456), 12=-516 (F=-456)-to-13=-560 (F=-500) 27)3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 2-21=-35, 21-22=-50, 22-23=-35, 23-24=-50, 12-24=-35 Trapezoidal Loads (lb/ft) Vert: 1=-550 (F=-500)-to-2=-506 (F=-456), 2=-506 (F=-456)-to-3=-433 (F=-383), 3=-433 (F=-383)- to-4=-352 (F=-302), 4=-352 (F=-302)-to-5=-283 (F=-233), 5=-283 (F=-233)-to-6=-199 (F=-149), 6=-199 (F=-149)-to-19=-141 (F=-91), 19=-141 (F=-91)-to-7=-50, 7=-20-to-20=-111 (F=-91), 20=-111 (F=-91)-to-8=-169 (F=-149), 8=-169 (F=-149)- to-9=-253 (F=-233), 9=-253 (F=-233)-to-10=-322 (F=-302), 10=-322 (F=-302)-to-11=-403 (F=-383), 11=-403 (F=-383)-to-12=-476 (F=-456), 12=-476 (F=-456)-to-13=-520 (F=-500) 28)4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 2-21=-35, 21-22=-50, 22-23=-35, 23-24=-50, 12-24=-35 Trapezoidal Loads (lb/ft) Vert: 1=-520 (F=-500)-to-2=-476 (F=-456), 2=-476 (F=-456)-to-3=-403 (F=-383), 3=-403 (F=-383)- to-4=-322 (F=-302), 4=-322 (F=-302)-to-5=-253(F=-233), 5=-253 (F=-233)-to-6=-169 (F=-149),6=-169 (F=-149)-to-19=-111 (F=-91), 19=-111(F=-91)-to-7=-20, 7=-50-to-20=-141 (F=-91),20=-141 (F=-91)-to-8=-199 (F=-149), 8=-199(F=-149)-to-9=-283 (F=-233), 9=-283 (F=-233)-to-10=-352 (F=-302), 10=-352 (F=-302)-to-11=-433 (F=-383), 11=-433 (F=-383)-to-12=-506 (F=-456), 12=-506 (F=-456)-to-13=-550 (F=-500) Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064716C1Common1220070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:06 Page: 4 ID:JldTIMboOfyWO4yR_IhRyjyxEKr-MAFRjBD9NCb2aUeQAWMRXFIq6rPw0RdXaWv?TKyxDtV 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 512 =5x10 =5x6 =5x6 =2x4 =4x5 =3x8 =5x8 =3x8 =6x10 =5x6 1 2 20 25 26 19 18 17 27 16 15 14 12 11 13 21 10243 94 5 86 22 23 7 1-6-8 -1-6-8 1-6-8 34-7-8 5-3-12 26-8-0 5-3-0 10-9-8 5-3-0 16-0-8 5-3-12 21-4-4 5-6-8 5-6-8 6-5-0 33-1-0 1-3-8 33-1-0 4-11-12 31-9-8 5-3-12 21-4-4 5-5-8 26-9-12 8-0-4 16-0-8 8-0-4 8-0-412-0-141-0-30-7-31-4-44-7-84-7-87-1-011-8-8Scale = 1:73.8 Plate Offsets (X, Y):[2:0-8-0,Edge], [9:0-5-12,0-2-12], [13:0-8-0,0-4-4], [15:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL)-0.20 18-20 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.99 Vert(CT)-0.35 18-20 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.67 Horz(CT)0.08 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 181 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-10:2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 15-9,15-13,20-4:2x4 SPF Stud WEDGE Right: 2x4 SPF Stud SLIDER Left 2x8 SP 2400F 2.0E -- 3-5-9 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-14. WEBS 1 Row at midpt 6-18, 8-18 REACTIONS (size)2=0-3-8, 11=0-3-8 Max Horiz 2=-214 (LC 10) Max Uplift 2=-19 (LC 12), 11=-27 (LC 13) Max Grav 2=1578 (LC 19), 11=1529 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-21=-2041/2, 3-21=-1951/19, 3-4=-1951/38, 4-5=-1863/47, 5-6=-1813/79, 6-22=-1387/103, 7-22=-1305/135, 7-23=-1325/136, 8-23=-1404/104, 8-9=-1781/80, 9-24=-2254/84, 10-24=-2257/61, 10-11=-2642/0, 11-12=0/20 BOT CHORD 2-20=-98/1675, 20-25=-21/1485, 25-26=-21/1485, 19-26=-21/1485, 18-19=-21/1485, 17-18=0/1466, 17-27=0/1466, 16-27=0/1466, 15-16=0/1728, 14-15=0/226, 13-14=0/88, 10-13=0/558, 11-13=0/2137 WEBS 6-18=-583/149, 7-18=-54/1218, 8-18=-665/140, 9-15=-326/55, 13-15=0/1572, 9-13=-64/386, 8-16=0/439, 9-16=-389/75, 6-20=-18/435, 4-20=-127/140 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-8 to 1-9-3, Interior (1) 1-9-3 to 16-0-8, Exterior(2R) 16-0-8 to 19-4-3, Interior (1) 19-4-3 to 34-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 3x5 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 2 and 27 lb uplift at joint 11. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064717C2Roof Special 3 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:06 Page: 1 ID:f_ynvtsbDQjO0TefGv4crMyxEKV-MAFRjBD9NCb2aUeQAWMRXFIijrK90QQXaWv?TKyxDtV July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 512 =5x10 =5x6 =2x4 =4x5 =4x8 =3x8 =5x8 =3x8 =6x10 =5x6 1 2 21 20 19 18 27 17 16 15 25 26 13 12 14 22 11324 4 10 5 6 9 237 8 1-6-8 -1-6-8 1-6-8 34-7-8 2-3-8 17-2-4 4-8-14 26-8-0 4-8-14 21-11-2 4-11-9 9-11-3 4-11-9 14-10-12 4-11-9 4-11-9 6-5-0 33-1-0 1-3-8 33-1-0 2-7-0 17-4-0 4-7-2 21-11-2 4-10-10 26-9-12 4-11-12 31-9-8 7-1-14 14-9-0 7-7-2 7-7-211-3-111-0-30-7-31-4-40-2-24-7-84-7-86-1-1210-9-40-2-210-11-6Scale = 1:69.4 Plate Offsets (X, Y):[2:0-8-0,Edge], [7:0-2-8,0-0-12], [8:0-4-0,0-1-9], [10:0-5-12,0-2-8], [14:0-8-0,0-4-4], [16:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL)-0.16 20-21 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.99 Vert(CT)-0.28 20-21 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.66 Horz(CT)0.08 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 198 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-11:2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 16-10,16-14,4-21:2x4 SPF Stud WEDGE Right: 2x4 SPF Stud SLIDER Left 2x8 SP 2400F 2.0E -- 3-1-7 BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (5-5-15 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 14-15. WEBS 1 Row at midpt 7-18, 9-18, 6-20 REACTIONS (size)2=0-3-8, 12=0-3-8 Max Horiz 2=-198 (LC 10) Max Uplift 2=-22 (LC 12), 12=-30 (LC 13) Max Grav 2=1553 (LC 19), 12=1521 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-22=-1998/10, 3-22=-1917/16, 3-4=-1916/33, 4-5=-1831/35, 5-6=-1794/65, 6-7=-1444/121, 7-23=-1135/127, 8-23=-1135/127, 8-9=-1435/127, 9-10=-1791/73, 10-24=-2242/92, 11-24=-2245/69, 11-12=-2625/0, 12-13=0/20 BOT CHORD 2-21=-99/1625, 21-25=-25/1490, 25-26=-25/1490, 20-26=-25/1490, 19-20=0/1192, 18-19=0/1192, 18-27=0/1450, 17-27=0/1450, 16-17=0/1706, 15-16=0/228, 14-15=0/93, 11-14=0/541, 12-14=0/2125 WEBS 7-20=-49/652, 7-18=-138/173, 8-18=-34/601, 9-18=-618/123, 10-16=-333/51, 14-16=0/1541, 10-14=-66/393, 4-21=-80/127, 6-21=-9/359, 6-20=-525/136, 9-17=0/443, 10-17=-359/72 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-8 to 1-9-3, Interior (1) 1-9-3 to 14-10-12, Exterior(2E) 14-10-12 to 17-2-4, Exterior(2R) 17-2-4 to 21-11-2, Interior (1) 21-11-2 to 34-7-8 zone;cantilever left and right exposed ; end vertical left andright exposed;C-C for members and forces & MWFRSfor reactions shown; Lumber DOL=1.60 plate gripDOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x5 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 2 and 30 lb uplift at joint 12. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064718C3Hip1120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:07 Page: 1 ID:cv7OTBIBkUGHL?OaNTk2IyyxEJx-rMppwXEo8WjvCeDckEtg3SrtOEgMltogoAeY0myxDtU July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 512 =5x10 =5x6 =5x6 =2x4 =3x5 =3x5 =3x8 =4x8 =4x6 =3x5 =4x8 =3x8 =5x10 =3x8 =6x10 =3x5 =3x5 =5x6 1 2 19 18 17 27 16 15 14 26 12 11 13 20 10253 94 24215 722 23 86 1-6-8 -1-6-8 1-6-8 34-7-8 4-1-12 16-0-8 4-1-12 20-2-4 5-9-10 11-10-12 6-5-0 33-1-0 6-1-2 6-1-2 6-5-12 26-8-0 1-3-8 33-1-0 4-11-12 31-9-8 5-7-14 11-9-0 6-1-2 6-1-2 6-5-12 26-9-12 8-7-0 20-4-09-3-111-0-30-7-31-4-40-2-24-7-84-7-84-1-128-9-40-2-28-11-6Scale = 1:66 Plate Offsets (X, Y):[2:0-8-0,Edge], [6:0-4-0,0-1-9], [8:0-4-0,0-1-9], [9:0-5-12,0-2-8], [13:0-8-0,0-4-4], [15:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL)-0.26 16-18 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.98 Vert(CT)-0.44 16-18 >904 180 BCLL 0.0*Rep Stress Incr YES WB 0.67 Horz(CT)0.08 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 177 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-10:2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 4-19,15-9,15-13:2x4 SPF Stud WEDGE Right: 2x4 SPF Stud SLIDER Left 2x8 SP 2400F 2.0E -- 3-9-6 BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-11-7 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-14. WEBS 1 Row at midpt 7-18, 7-16 REACTIONS (size)2=0-3-8, 11=0-3-8 Max Horiz 2=-162 (LC 10) Max Uplift 2=-30 (LC 12), 11=-38 (LC 13) Max Grav 2=1511 (LC 2), 11=1517 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-20=-1996/5, 3-20=-1898/11, 3-4=-1899/37, 4-21=-1640/55, 5-21=-1608/63, 5-6=-1579/89, 6-22=-1313/105, 7-22=-1316/104, 7-23=-1356/104, 8-23=-1353/105, 8-24=-1630/82, 9-24=-1719/51, 9-25=-2210/87, 10-25=-2214/64, 10-11=-2612/9, 11-12=0/20 BOT CHORD 2-19=-63/1556, 18-19=-63/1556, 18-26=0/1394, 17-26=0/1394, 17-27=0/1394, 16-27=0/1394, 15-16=0/1709, 14-15=0/225, 13-14=0/94, 10-13=0/546, 11-13=0/2110 WEBS 4-19=0/208, 4-18=-310/120, 6-18=0/618, 7-18=-298/115, 7-16=-238/109, 8-16=0/639, 9-16=-420/106, 9-15=-333/60, 13-15=0/1548, 9-13=-45/358 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-8 to 1-9-3, Interior (1) 1-9-3 to 11-10-12, Exterior(2R) 11-10-12 to 16-6-14, Interior (1) 16-6-14 to 20-2-4, Exterior(2R) 20-2-4 to 24-10-6,Interior (1) 24-10-6 to 34-7-8 zone; cantilever left andright exposed ; end vertical left and right exposed;C-Cfor members and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 2 and 38 lb uplift at joint 11. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064719C4Hip1120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:07 Page: 1 ID:nIp_Lmdl84nJiIXz0MEcRryxEJV-rMppwXEo8WjvCeDckEtg3SrtXEgZltmgoAeY0myxDtU July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 512 Sheet Back1 Ply 7/16" 4x8 OSB =5x10 =5x6 =5x6 =2x4 =3x6 =3x5 =3x5 =3x5 =4x5 =3x8 =3x5 =3x5 =3x5 =5x8 =3x8 =2x4 =2x4 =6x10 =3x5 =3x5 =5x6 1 2 20 27 28 19 18 17 29 16 15 14 1211 13 23 10263 94 5 86 24 25 7 1-6-8 -1-6-8 1-6-8 34-7-8 5-3-12 26-8-0 5-1-4 16-0-8 5-4-12 10-11-4 5-3-12 21-4-4 5-6-8 5-6-8 6-5-0 33-1-0 1-3-8 33-1-0 4-11-12 31-9-8 5-3-12 21-4-4 5-5-8 26-9-12 8-0-4 16-0-8 8-0-4 8-0-412-0-141-0-30-7-31-4-44-7-84-7-87-1-011-8-8Scale = 1:78.1 Plate Offsets (X, Y):[2:0-8-0,Edge], [9:0-5-12,0-2-12], [13:0-8-0,0-4-4], [15:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL)-0.21 18-20 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.99 Vert(CT)-0.35 18-20 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.67 Horz(CT)0.08 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 188 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-10:2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 15-9,15-13,20-4:2x4 SPF Stud OTHERS 2x4 SPF Stud WEDGE Right: 2x4 SPF Stud SLIDER Left 2x8 SP 2400F 2.0E -- 3-5-9 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:2-2-0 oc bracing: 13-14. WEBS 1 Row at midpt 6-18, 8-18 REACTIONS (size)2=0-3-8, 11=0-3-8 Max Horiz 2=-214 (LC 10) Max Uplift 2=-19 (LC 12), 11=-27 (LC 13) Max Grav 2=1578 (LC 19), 11=1530 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-23=-2043/2, 3-23=-1953/19, 3-4=-1953/39, 4-5=-1865/60, 5-6=-1815/80, 6-24=-1386/105, 7-24=-1305/136, 7-25=-1325/136, 8-25=-1405/104, 8-9=-1781/80, 9-26=-2254/84, 10-26=-2257/61, 10-11=-2642/0, 11-12=0/20 BOT CHORD 2-20=-99/1677, 20-27=-19/1477, 27-28=-19/1477, 19-28=-19/1477, 18-19=-19/1477, 17-18=0/1466, 17-29=0/1466, 16-29=0/1466, 15-16=0/1729, 14-15=0/226, 13-14=0/88, 10-13=0/558, 11-13=0/2138 WEBS 6-18=-582/150, 7-18=-56/1225, 8-18=-665/140, 9-15=-326/55, 13-15=0/1572, 9-13=-64/386, 6-20=-21/443, 4-20=-134/143, 8-16=0/439, 9-16=-390/75 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-8 to 1-9-3, Interior (1) 1-9-3 to 16-0-8, Exterior(2R) 16-0-8 to 19-4-3, Interior (1) 19-4-3 to 34-7-8 zone; cantilever left and right exposed ; endvertical left and right exposed;C-C for members andforces & MWFRS for reactions shown; LumberDOL=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 3x5 MT20 unless otherwise indicated. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 2 and 27 lb uplift at joint 11. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064720CBRoof Special 1 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:08 Page: 1 ID:V1?28dN0nqTfWghh5gqwPjyxEIY-JYNB7tFQvqrmponoHxPvcgN21e0cUKvq1qO5YDyxDtT July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 512 Sheet Front1 Ply 7/16" 4x8 OSB =5x10 =5x6 =2x4 =3x5 =5x10 =3x5 =3x8 =2x4 =3x5 =5x10 =3x5 =5x8 =3x8 =6x10 =3x5 =3x5 =5x6 1 2 19 24 18 17 16 25 15 14 13 11 10 12 203 923 4 8 621 225 7 1-6-8 -1-6-8 1-6-8 34-7-8 3-5-12 26-8-0 4-3-10 8-10-12 4-7-2 4-7-2 7-1-12 23-2-4 7-1-12 16-0-8 6-5-0 33-1-0 1-3-8 33-1-0 3-5-12 26-9-12 4-11-12 31-9-8 7-3-8 23-4-0 7-3-8 16-0-8 8-9-0 8-9-07-3-111-0-30-7-31-4-40-2-24-7-84-7-82-1-126-9-40-2-26-11-6Scale = 1:66.1 Plate Offsets (X, Y):[2:0-8-0,Edge], [5:0-5-0,0-0-14], [7:0-5-0,0-0-14], [8:0-5-12,0-2-8], [12:0-8-0,0-4-4], [14:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL)-0.16 15-17 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.84 Vert(CT)-0.31 2-19 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.65 Horz(CT)0.08 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 172 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 14-8,14-12:2x4 SPF Stud WEDGE Right: 2x4 SPF Stud SLIDER Left 2x8 SP 2400F 2.0E -- 2-10-11 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-6-10 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 10=0-3-8 Max Horiz 2=-125 (LC 10) Max Uplift 2=-35 (LC 12), 10=-43 (LC 13) Max Grav 2=1522 (LC 2), 10=1528 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-20=-1946/33, 3-20=-1871/46, 3-4=-1870/64, 4-5=-1806/61, 5-21=-1908/77, 6-21=-1910/76, 6-22=-1910/76, 7-22=-1908/77, 7-8=-1895/75, 8-23=-2216/117, 9-23=-2225/94, 9-10=-2636/23, 10-11=0/20 BOT CHORD 2-19=-75/1452, 19-24=0/1485, 18-24=0/1485, 17-18=0/1485, 16-17=0/1550, 16-25=0/1550, 15-25=0/1550, 14-15=0/1707, 13-14=0/256, 12-13=0/103, 9-12=0/538, 10-12=0/2134 WEBS 4-19=-73/143, 5-19=0/348, 5-17=-96/627, 6-17=-527/141, 7-17=-68/547, 7-15=0/444, 8-15=-243/70, 8-14=-358/36, 12-14=0/1511, 8-12=-68/367 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-8 to 1-9-3, Interior (1) 1-9-3 to 8-10-12, Exterior(2R) 8-10-12 to 13-6-14, Interior (1) 13-6-14 to 23-2-4, Exterior(2E) 23-2-4 to 26-8-0, Interior (1) 26-8-0 to 34-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 2 and 43 lb uplift at joint 10. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064721CB1Hip Structural Gable 1 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:08 Page: 1 ID:OcqqhQ1WqkPsd7PFpjJp7JyxEHh-JYNB7tFQvqrmponoHxPvcgN33e2xUKFq1qO5YDyxDtT July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x10 =4x5 =2x4 =3x5 =4x8 =3x5 =3x8 =2x4 =4x6 =2x4 =3x8 =4x6 =3x5 =2x4 =3x8 =4x8 =3x5 =3x5 =2x4 =4x5 =3x10 JUS26 JUS26 141 2 23 26 2227 28 2921 30 3120 1932 1833 17 34 35 16 36 15 13 123 114 5 1024256789 1-6-8 33-7-8 1-6-8 -1-6-8 2-10-12 28-10-12 2-10-12 6-1-0 3-2-4 32-1-0 3-2-4 3-2-4 4-10-14 16-0-8 4-10-14 20-11-6 5-0-10 11-1-10 5-0-10 26-0-0 3-0-8 28-10-12 3-0-8 6-2-12 3-2-4 32-1-0 3-2-4 3-2-4 4-10-14 20-11-6 4-10-14 25-10-4 4-10-14 16-0-8 4-10-14 11-1-105-5-31-0-35-0-14Scale = 1:61.5 Plate Offsets (X, Y):[2:0-8-0,Edge], [5:0-5-12,0-2-0], [10:0-5-12,0-2-0], [13:0-8-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL)0.10 19-21 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.36 Vert(CT)-0.15 19-21 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.16 Horz(CT)0.04 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 352 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 21-5,21-7,17-7,17-10:2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 1-11-5, Right 2x6 SPF No.2 -- 1-11-5 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 13=0-3-8 Max Horiz 2=94 (LC 11) Max Uplift 2=-714 (LC 12), 13=-693 (LC 13) Max Grav 2=1953 (LC 1), 13=1936 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-2498/970, 3-4=-2439/985, 4-5=-2494/1036, 5-24=-3019/1248, 6-24=-3018/1248, 6-7=-3018/1248, 7-8=-3007/1235, 8-9=-3007/1235, 9-25=-3007/1235, 10-25=-3008/1235, 10-11=-2468/1006, 11-12=-2413/956, 12-13=-2473/942, 13-14=0/24 BOT CHORD 2-23=-785/1910, 23-26=-785/1910, 22-26=-785/1910, 22-27=-876/2132, 27-28=-876/2132, 28-29=-876/2132, 21-29=-876/2132, 21-30=-1362/3324, 30-31=-1362/3324, 20-31=-1362/3324, 19-20=-1362/3324, 19-32=-1362/3324, 18-32=-1362/3324, 18-33=-1362/3324, 17-33=-1362/3324, 17-34=-778/2054, 34-35=-778/2054, 16-35=-778/2054, 16-36=-675/1855, 15-36=-675/1855, 13-15=-675/1855 WEBS 4-23=-103/27, 4-22=-185/324, 5-22=-179/333, 5-21=-566/1319, 6-21=-305/104, 7-21=-457/213, 7-19=-171/393, 7-17=-478/230, 9-17=-305/104, 10-17=-584/1335, 10-16=-151/300, 11-16=-183/322, 11-15=-104/27 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. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-8 to 1-8-0, Interior (1) 1-8-0 to 6-1-0, Exterior(2R) 6-1-0 to 10-7-7, Interior (1) 10-7-7 to 26-0-0, Exterior(2R) 26-0-0 to 30-6-7, Interior (1) 30-6-7 to 33-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 714 lb uplift at joint 2 and 693 lb uplift at joint 13. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Use USP JUS26 (With 4-10d nails into Girder & 4-10d nails into Truss) or equivalent spaced at 25-3-0 oc max. starting at 3-5-0 from the left end to 28-8-0 to connect truss(es) to front face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064722CGHip Girder 1 220070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:09 Page: 1 ID:D1jXWHJxPoIbtffgg2DCZ9yxEHK-nlxZLDG2g7zdRyM?rew89twK?2VeDv6zGU7f4fyxDtS Continued on page 2 July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 13)Hanger(s) or other connection device(s) shall beprovided sufficient to support concentrated load(s) 118 lb down and 100 lb up at 5-5-0, 120 lb down and 102 lb up at 6-8-0, 120 lb down and 102 lb up at 8-8-0, 120 lb down and 102 lb up at 10-8-0, 120 lb down and 102 lb up at 12-8-0, 120 lb down and 102 lb up at 14-8-0, 120 lb down and 102 lb up at 16-8-0, 120 lb down and 102 lb up at 18-8-0, 120 lb down and 102 lb up at 20-8-0, 120 lb down and 102 lb up at 22-8-0, and 120 lb down and 102 lb up at 24-8-0, and 118 lb down and 100 lb up at 26-8-0 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 (lb/ft) Vert: 1-5=-60, 5-10=-60, 10-14=-60, 2-13=-20 Concentrated Loads (lb) Vert: 23=-80 (F), 17=-82, 15=-80 (F), 26=-80, 27=-82, 28=-82, 29=-82, 30=-82, 31=-82, 32=-82, 33=-82, 34=-82, 35=-82, 36=-80 Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064722CGHip Girder 1 220070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:09 Page: 2 ID:D1jXWHJxPoIbtffgg2DCZ9yxEHK-nlxZLDG2g7zdRyM?rew89twK?2VeDv6zGU7f4fyxDtS 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 =4x5 =2x4 =2x4 1 5 2 6 4 3 0-8-9 -0-8-9 0-8-9 8-6-1 3-10-12 3-10-12 3-10-12 7-9-8 7-9-83-1-20-4-72-11-10Scale = 1:28.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.05 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=7-9-8, 4=7-9-8, 6=7-9-8 Max Horiz 2=-53 (LC 10) Max Uplift 2=-23 (LC 12), 4=-30 (LC 13) Max Grav 2=200 (LC 1), 4=200 (LC 1), 6=280 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-99/52, 3-4=-96/52, 4-5=0/14 BOT CHORD 2-6=-7/45, 4-6=-7/45 WEBS 3-6=-183/57 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Interior (1) 3-3-5 to 4-7-11, Exterior(2R) 4-7-11 to 7-7-11, Interior (1) 7-7-11 to 9-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 2 and 30 lb uplift at joint 4. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064723CPPiggyback10120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:10 Page: 1 ID:YUtedR0t7aS5kNlVBMuiXpyxSmj-FxVxYZGgRR5U35xBPMRNh5TZVSuUyOA7V8tCc5yxDtR July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 =2x4 =4x5 =2x4 =2x4 =4x5 =2x4 =2x4 71 2 10 9 8 6 4 53 0-8-9 -0-8-9 0-8-9 8-6-1 1-8-12 7-9-8 1-8-12 1-8-12 4-4-0 6-0-12 7-9-81-7-130-4-70-2-21-4-31-4-30-2-21-6-5Scale = 1:23.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.04 Horz(CT)0.00 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 23 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud 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 (size)2=7-9-8, 6=7-9-8, 8=7-9-8, 9=7-9-8, 10=7-9-8 Max Horiz 2=-26 (LC 10) Max Uplift 2=-13 (LC 12), 6=-18 (LC 13), 9=-17 (LC 8) Max Grav 2=97 (LC 1), 6=97 (LC 1), 8=139 (LC 26), 9=211 (LC 1), 10=139 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-38/30, 3-4=-28/49, 4-5=-28/49, 5-6=-34/23, 6-7=0/14 BOT CHORD 2-10=-10/34, 9-10=-5/29, 8-9=-5/29, 6-8=-10/35 WEBS 4-9=-163/92, 3-10=-97/48, 5-8=-97/50 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-3-5 to 2-5-11, Corner(3R) 2-5-11 to 5-5-11, Exterior(2N) 5-5-11 to 6-9-11, Corner(3E) 6-9-11 to 9-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 2, 18 lb uplift at joint 6 and 17 lb uplift at joint 9. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064724CP1Piggyback2120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:10 Page: 1 ID:OGPTINKdhm3mhz?GW1q1vbyxSl1-FxVxYZGgRR5U35xBPMRNh5TbDSw?yOL7V8tCc5yxDtR July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 5.7312 =3x5 =2x4 =5x6 =5x6 =3x5 =5x6 =3x5 =5x6 =2x4 =3x5 NAILED NAILED NAILED NAILED NAILED NAILED 81 2 16 17 12 1110 9 18 19 7 1513 3 64145 0-3-2 0-10-2 6-5-9 1-0-1 7-5-10 1-0-1 5-7-7 1-2-8 -1-2-8 1-2-8 13-3-8 4-7-6 4-7-6 4-7-6 12-1-0 0-6-10 6-3-13 1-0-1 7-3-14 1-0-1 5-9-3 4-9-2 4-9-2 4-9-2 12-1-04-8-90-4-73-2-23-5-63-5-60-5-123-11-2Scale = 1:60.9 Plate Offsets (X, Y):[3:0-1-4,0-3-4], [4:0-3-0,0-2-1], [5:0-3-0,0-2-1], [6:0-1-4,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)-0.01 7-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(CT)-0.02 2-12 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.06 Horz(CT)0.00 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 127 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 1650F 1.5E *Except* 3-4,5-6:2x6 SPF No.2, 4-5:2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 7=0-3-8 Max Horiz 2=74 (LC 36) Max Uplift 2=-114 (LC 12), 7=-115 (LC 13) Max Grav 2=800 (LC 1), 7=799 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/43, 2-13=-937/185, 3-13=-859/204, 3-4=-714/215, 4-14=-627/192, 5-14=-627/192, 5-6=-713/216, 6-15=-857/205, 7-15=-936/186, 7-8=0/43 BOT CHORD 2-16=-87/713, 16-17=-87/713, 12-17=-87/713, 11-12=-88/726, 10-11=-59/627, 9-10=-80/725, 9-18=-79/711, 18-19=-79/711, 7-19=-79/711 WEBS 3-12=-31/293, 3-11=-336/118, 5-10=-70/258, 6-10=-332/121, 6-9=-34/289, 4-11=-70/259 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. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior (1) 1-9-8 to 4-7-6, Exterior(2E) 4-7-6 to 7-5-10, Exterior(2R) 7-5-10 to 11-11-4, Interior (1) 11-11-4 to 13-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 2 and 115 lb uplift at joint 7. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 6-8=-60, 2-7=-20 Concentrated Loads (lb) Vert: 11=-18 (B), 14=-39 (B), 16=-105 (B), 17=-113 (B), 18=-113 (B), 19=-105 (B) Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064725DGHip Girder 1 220070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:10 Page: 1 ID:X?okOZdJkH17SPUdYRgmU9yxEFd-FxVxYZGgRR5U35xBPMRNh5TbpSu1yOv7V8tCc5yxDtR July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x8 =2x4 =8x10 =5x8 =8x10 =2x4 =3x8 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 1 7 10 11 6 12 13 5 8 9 2 4 3 2-9-13 6-0-8 2-9-13 8-10-5 3-2-11 3-2-11 3-2-11 12-1-0 3-9-1 7-11-1 4-1-15 12-1-0 4-1-15 4-1-150-4-74-4-13Scale = 1:37.3 Plate Offsets (X, Y):[1:0-4-1,0-1-8], [5:0-4-1,0-1-8], [6:0-5-0,0-4-12], [7:0-5-0,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL)-0.07 6-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.51 Vert(CT)-0.12 6-7 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.91 Horz(CT)0.02 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 118 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 5=0-3-8 Max Horiz 1=-73 (LC 33) Max Uplift 1=-92 (LC 12), 5=-87 (LC 13) Max Grav 1=5753 (LC 2), 5=5820 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-7184/180, 2-3=-7099/211, 3-4=-7110/209, 4-5=-7195/178 BOT CHORD 1-8=-115/5898, 8-9=-115/5898, 7-9=-115/5898, 7-10=-38/4107, 10-11=-38/4107, 6-11=-38/4107, 6-12=-110/5907, 12-13=-110/5907, 5-13=-110/5907 WEBS 3-6=-96/4236, 4-6=-153/147, 3-7=-101/4214, 2-7=-153/148 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 0-6-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-13, Interior (1) 3-1-13 to 6-0-8, Exterior(2R) 6-0-8 to 8-11-3, Interior (1) 8-11-3 to 11-11-4 zone; cantilever left and rightexposed ; end vertical left and right exposed;C-C formembers and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at joint 1 and 87 lb uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-0-12 from the left end to 11-0-12 to connect truss(es) to front face of bottom chord. 10)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 (lb/ft) Vert: 1-3=-60, 3-5=-60, 1-5=-20 Concentrated Loads (lb) Vert: 8=-1604 (F), 9=-1603 (F), 10=-1603 (F), 11=-1603 (F), 12=-1603 (F), 13=-1604 (F) Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064726DG1Common Girder 1 220070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:11 Page: 1 ID:UkZdfJhtF0?nOneL8CkAWVyxEEG-j72KmvHIClDLgFWNz3ycEI?hVs9rhdvGjocl9XyxDtQ July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 312 =3x5 =2x4 =2x4 1 2 4 3 1-6-8 -1-6-8 4-11-8 4-11-8 0-1-8 4-11-8 4-10-0 4-10-01-11-20-3-141-3-40-3-8Scale = 1:23.1 Plate Offsets (X, Y):[2:0-3-4,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL)-0.03 2-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.22 Vert(CT)-0.06 2-4 >984 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 14 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 4=0-1-8 Max Horiz 2=42 (LC 9) Max Uplift 2=-62 (LC 8), 4=-9 (LC 12) Max Grav 2=306 (LC 1), 4=168 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-48/33, 3-4=-122/89 BOT CHORD 2-4=-17/18 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-8 to 1-5-8, Interior (1) 1-5-8 to 4-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 2 and 9 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064727EMonopitch5120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:11 Page: 1 ID:8bYol2ZAGI96hmmX1Y665OyxSfZ-j72KmvHIClDLgFWNz3ycEI?jpsDEhr8Gjocl9XyxDtQ July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 312 Sheet Back 1 Ply 7/16" 4x8 OSB =3x5 =2x4 =2x4 1 2 4 3 1-6-8 -1-6-8 4-11-8 4-11-8 0-1-8 4-11-8 4-10-0 4-10-01-11-20-3-141-3-40-3-8Scale = 1:22.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.24 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 20 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=4-11-8, 4=4-11-8 Max Horiz 2=42 (LC 9) Max Uplift 2=-57 (LC 8), 4=-10 (LC 12) Max Grav 2=300 (LC 1), 4=178 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-62/38, 3-4=-130/146 BOT CHORD 2-4=-17/22 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-6-8 to 1-5-8, Exterior(2N) 1-5-8 to 4-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 4 and 57 lb uplift at joint 2. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064728EBMonopitch Supported Gable 1 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:11 Page: 1 ID:8t4DJsmqGXIhDNZoWcv5H_yxSfI-j72KmvHIClDLgFWNz3ycEI?jEsD_hr8Gjocl9XyxDtQ July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 312 Sheet Front 1 Ply 7/16" 4x8 OSB =3x5 =2x4 =2x4 1 2 4 3 1-6-8 -1-6-8 4-11-8 4-11-8 0-1-8 4-11-8 4-10-0 4-10-01-11-20-3-141-3-40-3-8Scale = 1:22.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.24 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 20 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=4-11-8, 4=4-11-8 Max Horiz 2=42 (LC 9) Max Uplift 2=-57 (LC 8), 4=-10 (LC 12) Max Grav 2=300 (LC 1), 4=178 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-62/38, 3-4=-130/146 BOT CHORD 2-4=-17/22 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-6-8 to 1-5-8, Exterior(2N) 1-5-8 to 4-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 4 and 57 lb uplift at joint 2. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064729EB1Monopitch Supported Gable 1 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:11 Page: 1 ID:K_ENddvkgvg823vvgQcgDIyxSf7-j72KmvHIClDLgFWNz3ycEI?jEsD_hr8Gjocl9XyxDtQ July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6.6612 =6x12 1 5 4 2 6 3 2-9-6 -2-9-6 2-10-12 2-10-12 0-0-9 0-0-9 2-10-3 2-10-123-5-121-1-132-9-1Scale = 1:27 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL)0.00 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.15 Vert(CT)0.01 4-5 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)-0.02 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 12 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-5-3 Max Horiz 5=74 (LC 12) Max Uplift 3=-22 (LC 12), 4=-1 (LC 1), 5=-37 (LC 12) Max Grav 3=20 (LC 19), 4=41 (LC 3), 5=379 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-324/220, 1-2=0/85, 2-6=-72/17, 3-6=-34/27 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) -2-9-6 to 1-5-9, Exterior(2R) 1-5-9 to2-10-0 zone; cantilever left and right exposed ; endvertical left and right exposed;C-C for members andforces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 5, 22 lb uplift at joint 3 and 1 lb uplift at joint 4. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064730JJack-Open 2 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:11 Page: 1 ID:hQvPTC101aMXfuRPwDteFqyxSk7-j72KmvHIClDLgFWNz3ycEI?fXsELhr8Gjocl9XyxDtQ July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6.6612 =3x5 =3x5 1 5 4 2 6 3 2-5-15 2-5-15 2-9-6 -2-9-6 0-0-9 0-0-9 2-5-6 2-5-153-3-21-1-132-6-6Scale = 1:26.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL)-0.08 4 >364 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.20 Vert(CT)-0.12 4 >236 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)-0.03 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 11 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 5=0-5-3 Max Horiz 5=67 (LC 12) Max Uplift 3=-20 (LC 1), 5=-41 (LC 12) Max Grav 3=34 (LC 3), 5=379 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-332/254, 1-2=0/85, 2-6=-76/23, 3-6=-38/37 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) -2-9-6 to 1-5-9, Exterior(2R) 1-5-9 to 2-5-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 3 and 41 lb uplift at joint 5. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064731J1Jack-Open 1 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:12 Page: 1 ID:2OiIWv58r7?qlfKNjmSpytyxSk2-BKcizFIwy2LCIP5aWnTrmWYpHFZpQIOPySMJh_yxDtP VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 1 2 4 5 3 1-2-8 -1-2-8 3-4-4 3-4-4 3-4-43-4-110-4-72-7-5Scale = 1:24.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL)-0.01 2-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)-0.01 2-4 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 2=83 (LC 12) Max Uplift 2=-7 (LC 12), 3=-43 (LC 12) Max Grav 2=225 (LC 1), 3=81 (LC 19), 4=63 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-5=-71/28, 3-5=-51/43 BOT CHORD 2-4=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior (1) 1-9-8 to 3-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3 and 7 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064732J2Jack-Open 1 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:12 Page: 1 ID:SzOQ8x7182NPc62yOu0WaWyxSk?-BKcizFIwy2LCIP5aWnTrmWYw2FbUQIOPySMJh_yxDtP July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =3x8 1 5 2 4 6 3 1-6-8 -1-6-8 3-4-4 3-4-4 3-4-43-7-60-7-22-9-15Scale = 1:23.3 Plate Offsets (X, Y):[2:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL)-0.01 2-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)-0.01 2-4 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 11 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 2=89 (LC 12) Max Uplift 2=-9 (LC 12), 3=-46 (LC 12) Max Grav 2=254 (LC 1), 3=73 (LC 19), 4=63 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=0/14, 2-5=0/41, 2-6=-80/29, 3-6=-58/48 BOT CHORD 2-4=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-8 to 1-5-8, Interior (1) 1-5-8 to 3-3-8 zone; cantilever left and right exposed ; endvertical left and right exposed;C-C for members andforces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 3 and 9 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064733J3Jack-Open 2 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:12 Page: 1 ID:Lkdx_IAXCGtq5kMjdk4SkMyxSjx-BKcizFIwy2LCIP5aWnTrmWYvGFbUQIOPySMJh_yxDtP July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6.6612 =3x6 =4x5 1 2 5 3 6 4 2-2-2 -2-2-2 2-11-10 2-11-10 0-0-9 0-0-9 2-11-1 2-11-103-2-40-9-132-5-9Scale = 1:27.5 Plate Offsets (X, Y):[2:0-1-12,0-0-6] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)0.00 2-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT)-0.01 2-5 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 13 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 1-9-8 BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-3, 4= Mechanical, 5= Mechanical Max Horiz 2=78 (LC 12) Max Uplift 2=-24 (LC 12), 4=-34 (LC 12) Max Grav 2=296 (LC 1), 4=42 (LC 19), 5=58 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-3=-92/22, 3-6=-29/22, 4-6=-26/33 BOT CHORD 2-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) -2-2-2 to 2-0-12, Exterior(2R) 2-0-12 to 2-10-14 zone; cantilever left and right exposed ; endvertical left and right exposed;C-C for members andforces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 4 and 24 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064734J4Jack-Open 2 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:12 Page: 1 ID:lJJ4cKDQVBFPyB5IIte9M_yxSju-BKcizFIwy2LCIP5aWnTrmWYtLFbjQIOPySMJh_yxDtP July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 1 2 4 5 3 1-2-8 -1-2-8 3-3-0 3-3-0 3-3-03-3-140-4-72-6-7Scale = 1:24.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL)-0.01 2-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(CT)-0.01 2-4 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 2=81 (LC 12) Max Uplift 2=-8 (LC 12), 3=-42 (LC 12) Max Grav 2=221 (LC 1), 3=77 (LC 19), 4=61 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-5=-69/28, 3-5=-49/42 BOT CHORD 2-4=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior (1) 1-9-8 to 3-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 3 and 8 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064735J5Jack-Open 1 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:12 Page: 1 ID:eL400WTbYeuRzQBK1nW4jPyxSjZ-BKcizFIwy2LCIP5aWnTrmWYw2FbbQIOPySMJh_yxDtP July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 1 2 4 5 3 1-2-8 -1-2-8 3-3-0 3-3-0 3-3-03-3-140-4-72-6-7Scale = 1:24.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL)-0.01 2-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(CT)-0.01 2-4 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 2=81 (LC 12) Max Uplift 2=-8 (LC 12), 3=-42 (LC 12) Max Grav 2=221 (LC 1), 3=77 (LC 19), 4=61 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-5=-69/28, 3-5=-49/42 BOT CHORD 2-4=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior (1) 1-9-8 to 3-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 3 and 8 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064736J6Jack-Open 1 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:12 Page: 1 ID:W7KXstW5ctPsS1V5Gdb0tFyxSjV-BKcizFIwy2LCIP5aWnTrmWYw2FbbQIOPySMJh_yxDtP July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 8.0212 =3x8 1 2 4 3 1-6-1 -1-6-1 2-1-6 2-1-6 0-0-4 0-0-4 2-1-2 2-1-62-9-40-7-22-0-1Scale = 1:24.4 Plate Offsets (X, Y):[2:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL)0.00 2-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 2-4 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 8 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-1-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-13, 3= Mechanical, 4= Mechanical Max Horiz 2=65 (LC 12) Max Uplift 2=-18 (LC 12), 3=-24 (LC 12) Max Grav 2=220 (LC 1), 3=20 (LC 19), 4=38 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-3=-66/35 BOT CHORD 2-4=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C formembers and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 3 and 18 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064737J7Jack-Open 2 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:13 Page: 1 ID:TVRHHZYM8UfahLfUN1dUygyxSjT-fWA4BbJYjMT3wZgm4U_4Jj54yfyj8leZB65sDQyxDtO July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 8.112 =2x4 1 2 4 3 1-2-8 -1-2-8 1-2-3 1-2-3 1-2-31-11-100-4-91-2-3Scale = 1:25.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)0.00 2-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.01 Vert(CT)0.00 2-4 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 5 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 2=43 (LC 12) Max Uplift 2=-24 (LC 12), 3=-6 (LC 1) Max Grav 2=160 (LC 1), 3=8 (LC 8), 4=23 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-3=-45/21 BOT CHORD 2-4=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 2 and 6 lb uplift at joint 3. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064738J8Jack-Open 2 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:13 Page: 1 ID:LHho7wbsCj90AyyFcthQ7WyxSjP-fWA4BbJYjMT3wZgm4U_4Jj554fy28leZB65sDQyxDtO July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.4412 =2x4 1 2 4 3 1-3-10 -1-3-10 2-0-15 2-0-15 2-0-152-5-40-4-71-7-15Scale = 1:22.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL)0.00 2-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 2-4 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 7 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-12, 3= Mechanical, 4= Mechanical Max Horiz 2=56 (LC 12) Max Uplift 2=-20 (LC 12), 3=-18 (LC 12) Max Grav 2=196 (LC 1), 3=25 (LC 19), 4=37 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-3=-52/27 BOT CHORD 2-4=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 3 and 20 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064739J9Jack-Open 2 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:13 Page: 1 ID:E2wIyIeNFyfRfZG0rjmMHMyxSjL-fWA4BbJYjMT3wZgm4U_4Jj55Yfyk8leZB65sDQyxDtO July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6.6612 =2x4 =3x5 =3x5 1 5 4 2 6 3 2-9-6 -2-9-6 2-10-12 2-10-12 0-0-9 0-0-9 0-2-4 2-10-12 2-7-15 2-8-83-5-121-6-143-2-2Scale = 1:28.6 Plate Offsets (X, Y):[4:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL)0.00 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(CT)-0.01 4-5 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.05 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 15 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-5-3 Max Horiz 5=64 (LC 12) Max Uplift 3=-15 (LC 1), 4=-19 (LC 12), 5=-27 (LC 12) Max Grav 3=17 (LC 8), 4=55 (LC 3), 5=379 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-352/207, 1-2=0/85, 2-6=-85/19, 3-6=-47/30 BOT CHORD 4-5=-139/73 WEBS 2-4=-81/155 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) -2-9-6 to 1-5-9, Exterior(2R) 1-5-9 to 2-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 5, 15 lb uplift at joint 3 and 19 lb uplift at joint 4. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064740J10Jack-Open 2 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:13 Page: 1 ID:xzX43jlev0w1r61xRpyihTyxSjB-fWA4BbJYjMT3wZgm4U_4Jj5_1fx58lvZB65sDQyxDtO July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 =3x5 1 5 4 6 2 7 3 1-6-8 -1-6-8 3-4-4 3-4-4 3-4-43-7-61-0-33-3-0Scale = 1:24.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL)0.01 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)-0.01 4-5 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)-0.01 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 11 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=80 (LC 12) Max Uplift 3=-44 (LC 12) Max Grav 3=77 (LC 19), 4=57 (LC 3), 5=254 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-219/106, 1-6=0/20, 2-6=0/56, 2-7=-71/22, 3-7=-52/39 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-8 to 1-5-8, Interior (1) 1-5-8 to 3-3-8 zone; cantilever left and right exposed ; endvertical left and right exposed;C-C for members andforces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 3. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064741J11Jack-Open 2 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:13 Page: 1 ID:pkmbu4p9yFQSKjKigf0erJyxSj7-fWA4BbJYjMT3wZgm4U_4Jj54ifxa8leZB65sDQyxDtO July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 =2x4 1 5 2 4 6 3 1-6-8 -1-6-8 3-6-8 3-6-8 3-6-82-0-00-5-81-7-11Scale = 1:20.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)-0.01 2-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(CT)-0.01 2-4 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 2=51 (LC 8) Max Uplift 2=-57 (LC 8), 3=-30 (LC 12) Max Grav 2=260 (LC 1), 3=74 (LC 1), 4=67 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=0/10, 2-5=0/21, 2-6=-46/11, 3-6=-37/24 BOT CHORD 2-4=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-8 to 1-5-8, Interior (1) 1-5-8 to 3-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 3 and 57 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064742J12Jack-Open 6 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:13 Page: 1 ID:iV06kSsf0UxupKeUvV5a09yxSj3-fWA4BbJYjMT3wZgm4U_4Jj544fxW8leZB65sDQyxDtO July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 2.8312 =3x5 NAILED NAILED NAILED NAILED 1 2 7 4 5 6 3 2-2-3 -2-2-3 4-10-10 4-10-10 4-10-101-11-90-5-81-7-5Scale = 1:31.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL)-0.03 2-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.24 Vert(CT)-0.06 2-4 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 14 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-4-9, 3= Mechanical, 4= Mechanical Max Horiz 2=51 (LC 8) Max Uplift 2=-84 (LC 8), 3=-36 (LC 12) Max Grav 2=364 (LC 1), 3=103 (LC 1), 4=93 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-5=-47/19, 5-6=-34/21, 3-6=-31/20 BOT CHORD 2-7=0/0, 4-7=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) -2-2-3 to 2-0-12, Exterior(2R) 2-0-12 to 4-9-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 3 and 84 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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 (lb/ft) Vert: 1-3=-60, 2-4=-20 Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064743J13Diagonal Hip Girder 2 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:14 Page: 1 ID:tdAG2D_ZQsJKd1_b2Jn9yUyxSiu-fWA4BbJYjMT3wZgm4U_4Jj51afvP8leZB65sDQyxDtO July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 =2x4 1 2 4 5 3 1-6-8 -1-6-8 1-10-15 1-10-15 1-10-151-5-80-5-81-1-3Scale = 1:19.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL)0.00 2-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 2-4 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 6 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 2=36 (LC 8) Max Uplift 2=-59 (LC 8), 3=-11 (LC 12) Max Grav 2=209 (LC 1), 3=17 (LC 1), 4=37 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-5=-37/8, 3-5=-11/14 BOT CHORD 2-4=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-8 to 1-5-8, Interior (1) 1-5-8 to 1-10-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 lb uplift at joint 2 and 11 lb uplift at joint 3. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064744J14Jack-Open 4 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:14 Page: 1 ID:3Tp?n9wor0ZBv6WRh2gljDyxSj_-7ikSOwKBUgbwXjFyeCVJsxdF33IztCuiPmrQlsyxDtN July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x8 =5x6 =2x4 =2x4 HUS26 HUS26 1 7 4 8 3 5 6 2 3-6-0 3-6-04-7-131-1-134-7-13Scale = 1:34.1 Plate Offsets (X, Y):[1:0-5-1,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)-0.01 1-3 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.34 Vert(CT)-0.01 1-3 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 46 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x8 SP 2400F 2.0E -- 2-1-11 BRACING TOP CHORD Structural wood sheathing directly applied or3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 3= Mechanical Max Horiz 1=114 (LC 9) Max Uplift 1=-19 (LC 8), 3=-75 (LC 9) Max Grav 1=1094 (LC 2), 3=1233 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-236/126, 5-6=-224/147, 2-6=-212/168, 2-3=-188/239 BOT CHORD 1-7=-55/60, 4-7=-55/60, 4-8=-55/60, 3-8=-55/60 NOTES 1)2-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected with 10d (0.131"x3") nails as follows: 2x6 - 2 rows staggered at 0-7-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 3-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 1 and 75 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-9-12 from the left end to 2-9-12 to connect truss(es) to front face of bottom chord. 10)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 (lb/ft) Vert: 1-2=-60, 1-3=-20 Concentrated Loads (lb) Vert: 7=-1015 (F), 8=-1017 (F) Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064745JGMonopitch Girder 1 220070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:14 Page: 1 ID:4YbNu3rcJ8zJiCset41fEAyxEs4-7ikSOwKBUgbwXjFyeCVJsxdFv3D5tCuiPmrQlsyxDtN July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x5 =2x4 1 5 4 2 6 3 1-6-8 -1-6-8 3-6-0 3-6-0 0-1-8 3-6-0 3-4-8 3-4-85-5-71-6-144-9-60-3-8Scale = 1:36.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)-0.01 4-5 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.10 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4=0-1-8, 5=0-3-8 Max Horiz 5=147 (LC 9) Max Uplift 4=-82 (LC 9), 5=-5 (LC 8) Max Grav 4=146 (LC 19), 5=260 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/72, 2-6=-169/87, 3-6=-152/123, 3-4=-133/157, 2-5=-228/117 BOT CHORD 4-5=-341/230 WEBS 2-4=-197/323 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-8 to 1-5-8, Interior (1) 1-5-8 to 3-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 5 and 82 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064746KMonopitch10120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:14 Page: 1 ID:phalDuwVA5T?c5R6uh_Q_syxFFp-7ikSOwKBUgbwXjFyeCVJsxdES3HutBLiPmrQlsyxDtN July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x5 =2x4 1 5 4 2 3 1-6-8 -1-6-8 0-5-13 3-6-0 3-0-3 3-0-3 0-1-8 3-6-0 3-4-8 3-4-84-11-101-6-144-3-84-7-00-3-8Scale = 1:37 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)-0.01 4-5 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.07 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4=0-1-8, 5=0-3-8 Max Horiz 5=146 (LC 9) Max Uplift 4=-80 (LC 9), 5=-5 (LC 8) Max Grav 4=143 (LC 19), 5=260 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/72, 2-3=-128/125, 3-4=-135/99, 2-5=-227/76 BOT CHORD 4-5=-242/239 WEBS 2-4=-207/215 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-8 to 1-5-8, Interior (1) 1-5-8 to 3-3-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 5 and 80 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064747K1Half Hip 2 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:14 Page: 1 ID:3mGHx13T2_JguYdAPQgTogyxFEL-7ikSOwKBUgbwXjFyeCVJsxdEU3HutBsiPmrQlsyxDtN July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x5 =4x8 =3x5 =2x4 NAILED NAILED NAILED NAILED 1 7 6 5 2 3 8 4 1-6-8 -1-6-8 1-8-3 1-8-3 1-9-13 3-6-0 1-8-1 3-6-0 1-9-15 1-9-153-7-101-6-143-3-03-3-0Scale = 1:40.1 Plate Offsets (X, Y):[3:0-6-8,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)0.00 6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 6-7 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.07 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-0 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 (size)5= Mechanical, 7=0-3-8 Max Horiz 7=102 (LC 9) Max Uplift 5=-88 (LC 9), 7=-53 (LC 12) Max Grav 5=127 (LC 42), 7=251 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/72, 2-3=-113/118, 3-8=-40/43, 4-8=-40/43, 4-5=-53/35, 2-7=-236/163 BOT CHORD 6-7=-197/141, 5-6=-93/92 WEBS 3-6=-92/106, 3-5=-122/131, 2-6=-132/234 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-8 to 3-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 5 and 53 lb uplift at joint 7. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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 (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-11 (F), 3=29 (F), 8=-11 (F) Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064748K2Half Hip Girder 2 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:15 Page: 1 ID:uiHzJTpDPluhnTAf1b?6jqyxShq-7ikSOwKBUgbwXjFyeCVJsxdDn3IvtBmiPmrQlsyxDtN July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x8 1 5 2 4 6 3 1-2-8 -1-2-8 4-0-0 4-0-0 4-0-04-8-100-7-23-11-2Scale = 1:28.2 Plate Offsets (X, Y):[2:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL)-0.01 2-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(CT)-0.02 2-4 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 13 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 2=120 (LC 12) Max Uplift 3=-74 (LC 12) Max Grav 2=247 (LC 1), 3=109 (LC 19), 4=76 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=0/26, 2-5=0/39, 2-6=-135/45, 3-6=-119/69 BOT CHORD 2-4=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zoneand C-C Exterior(2E) -1-2-8 to 1-9-8, Interior (1) 1-9-8 to3-11-4 zone; cantilever left and right exposed ; endvertical left and right exposed;C-C for members andforces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottomchord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 3. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064749LJack-Open 1 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:15 Page: 1 ID:RsMkyBqvdZTmsObpyEWp6XyxSgW-cuIqbGKpFzkn9tq8Cv1YO8APXTbRcf8seQazIJyxDtM July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 5.7312 =3x8 =4x6 =2x4 =3x5 =2x4NAILED NAILED 1 2 6 5 3 4 1-2-8 -1-2-8 1-11-6 3-9-0 1-9-10 1-9-10 0-3-0 4-0-0 1-11-6 1-11-6 2-0-10 4-0-03-9-130-7-20-2-90-2-91-10-92-1-20-11-33-0-5Scale = 1:37.2 Plate Offsets (X, Y):[2:0-3-8,Edge], [3:0-4-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL)0.00 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(CT)0.00 5-6 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.04 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 20 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 5= Mechanical Max Horiz 2=88 (LC 30) Max Uplift 2=-16 (LC 12), 5=-19 (LC 12) Max Grav 2=244 (LC 1), 5=133 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-3=-173/27, 3-4=-61/51, 4-5=-62/64 BOT CHORD 2-6=-89/104, 5-6=-86/107 WEBS 3-6=0/89, 3-5=-103/80 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 5 and 16 lb uplift at joint 2. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"NAILED" indicates 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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 (lb/ft) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064750L1Half Hip Girder 2 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:15 Page: 1 ID:kUpo_O7yzxUMl4RQMGxR5byxSg8-cuIqbGKpFzkn9tq8Cv1YO8AR2TcYcfbseQazIJyxDtM July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 5.73 12 =2x4 =4x8 =2x4 =3x5 =2x4NAILED NAILED NAILED NAILED 1 7 5 4 6 2 3 0-5-8 1-0-8 3-9-7 2-8-14 2-8-14 0-0-6 0-0-6 0-10-12 3-9-7 2-10-4 2-10-100-4-91-8-51-8-5Scale = 1:35.7 Plate Offsets (X, Y):[2:0-5-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)0.00 1-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)0.00 1-5 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.04 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 13 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-7 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 (size)1=0-4-3, 4= Mechanical Max Horiz 1=42 (LC 9) Max Uplift 1=-13 (LC 12), 4=-24 (LC 12) Max Grav 1=122 (LC 1), 4=125 (LC 42) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-98/18, 2-6=-70/14, 2-3=-19/20, 3-4=-39/21 BOT CHORD 1-7=-48/68, 5-7=-48/68, 4-5=-44/73 WEBS 2-5=0/110, 2-4=-123/57 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 1 and 24 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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 (lb/ft) Vert: 1-2=-60, 2-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 6=30 (F) Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064751L2Half Hip Girder 2 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:15 Page: 1 ID:YeA4FRBjZnFVT?uaiX2rKsyxSg2-cuIqbGKpFzkn9tq8Cv1YO8ARYTc5cfTseQazIJyxDtM July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x5 =2x4 1 5 4 2 6 3 1-6-8 -1-6-8 3-6-0 3-6-0 0-1-8 3-6-0 3-4-8 3-4-85-5-71-1-134-4-50-3-8Scale = 1:34.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)-0.01 4-5 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.09 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 21 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4=0-1-8, 5=0-3-8 Max Horiz 5=136 (LC 9) Max Uplift 4=-63 (LC 9) Max Grav 4=136 (LC 19), 5=256 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/72, 2-6=-163/81, 3-6=-147/117, 3-4=-128/153, 2-5=-224/132 BOT CHORD 4-5=-326/215 WEBS 2-4=-178/299 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-8 to 1-5-8, Interior (1) 1-5-8 to 3-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064752MMonopitch16120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:16 Page: 1 ID:id1gbmcJC668Pc8055UFfNyxFDd-45sDpcLR0Hsdn0PLldYnxMia0tyML5y?t4KWqlyxDtL July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x5 =2x4 4 3 1 2 3-6-0 0-1-8 3-6-0 3-4-8 3-4-84-7-131-1-134-4-50-3-8Scale = 1:33.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL)-0.01 3-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)-0.01 3-4 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.07 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3=0-1-8, 4=0-3-8 Max Horiz 4=113 (LC 9) Max Uplift 3=-62 (LC 9), 4=-5 (LC 8) Max Grav 3=160 (LC 19), 4=159 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-183/136, 2-3=-156/184, 1-4=-127/52 BOT CHORD 3-4=-257/180 WEBS 1-3=-142/227 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) interior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Bearing at joint(s) 3 considers parallel to grain valueusing ANSI/TPI 1 angle to grain formula. Buildingdesigner should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 4 and 62 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064753M1Monopitch2120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:16 Page: 1 ID:3sN_DHt71tt02?qEOiuQY0yxFDH-45sDpcLR0Hsdn0PLldYnxMiaItyML5I?t4KWqlyxDtL July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =4x5 =4x8 =2x4 1 6 5 2 3 4 1-6-8 -1-6-8 0-8-8 3-6-0 2-9-8 2-9-8 0-1-8 3-6-0 3-4-8 3-4-84-8-151-1-133-7-133-11-50-3-8Scale = 1:36.6 Plate Offsets (X, Y):[3:0-3-8,0-2-0], [5:Edge,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL)0.00 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT)-0.01 5-6 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.05 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-0 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 (size)5=0-1-8, 6=0-3-8 Max Horiz 6=122 (LC 9) Max Uplift 5=-65 (LC 9), 6=-6 (LC 12) Max Grav 5=123 (LC 19), 6=247 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/72, 2-3=-111/88, 3-4=-49/54, 4-5=-18/10, 2-6=-217/75 BOT CHORD 5-6=-205/202 WEBS 3-5=-108/76, 2-5=-165/174 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-8 to 1-5-8, Interior (1) 1-5-8 to 2-9-8, Exterior(2E) 2-9-8 to 3-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 6 and 65 lb uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064754M2Half Hip 1 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:16 Page: 1 ID:bTOuiNUUFEAw2gfrJCn8aZyxFCV-45sDpcLR0Hsdn0PLldYnxMibvtyeL6Z?t4KWqlyxDtL July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =4x8 =3x5 =3x5 =2x4 NAILED NAILED NAILED 1 7 6 9 5 2 3 8 4 1-6-8 -1-6-8 1-5-8 1-5-8 2-0-8 3-6-0 1-7-4 1-7-4 1-10-12 3-6-03-4-151-1-132-7-52-7-5Scale = 1:35.3 Plate Offsets (X, Y):[3:0-6-8,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)0.00 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT)0.00 5-6 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.05 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 21 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-0 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 (size)5= Mechanical, 7=0-3-8 Max Horiz 7=85 (LC 9) Max Uplift 5=-48 (LC 9), 7=-39 (LC 12) Max Grav 5=123 (LC 42), 7=268 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/72, 2-3=-119/59, 3-8=-31/34, 4-8=-32/34, 4-5=-62/26, 2-7=-256/77 BOT CHORD 6-7=-140/138, 6-9=-59/102, 5-9=-59/102 WEBS 3-6=-35/109, 3-5=-121/59, 2-6=-102/150 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-8 to 3-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 5 and 39 lb uplift at joint 7. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 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 (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 8=-17 (B), 9=-11 (B) Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064755M3Half Hip Girder 1 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:16 Page: 1 ID:EsWafkFMFd5CGPfqKxBKr7yxSiY-45sDpcLR0Hsdn0PLldYnxMiaUtzLL6g?t4KWqlyxDtL July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x5 =2x4 1 5 4 2 3 1-6-8 -1-6-8 0-5-13 3-6-0 3-0-3 3-0-3 0-1-8 3-6-0 3-4-8 3-4-84-11-101-1-133-10-74-1-150-3-8Scale = 1:35.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)-0.01 4-5 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.06 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 21 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4=0-1-8, 5=0-3-8 Max Horiz 5=135 (LC 9) Max Uplift 4=-62 (LC 9) Max Grav 4=134 (LC 19), 5=256 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/72, 2-3=-124/118, 3-4=-131/95, 2-5=-224/76 BOT CHORD 4-5=-227/225 WEBS 2-4=-188/196 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-8 to 1-5-8, Interior (1) 1-5-8 to 3-3-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064756M4Half Hip 1 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:16 Page: 1 ID:8MxDmIIWTqdQazGjlnUsohyxFBS-45sDpcLR0Hsdn0PLldYnxMiaityML6S?t4KWqlyxDtL July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x5 =4x8 =3x5 =2x4 NAILED NAILED NAILED NAILED 1 7 6 5 2 3 8 4 1-6-8 -1-6-8 1-8-3 1-8-3 1-9-13 3-6-0 1-8-1 3-6-0 1-9-15 1-9-153-7-101-1-132-9-152-9-15Scale = 1:38.5 Plate Offsets (X, Y):[3:0-6-8,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)0.00 6-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT)0.00 6-7 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.05 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-0 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 (size)5= Mechanical, 7=0-3-8 Max Horiz 7=91 (LC 9) Max Uplift 5=-49 (LC 9), 7=-32 (LC 12) Max Grav 5=122 (LC 42), 7=258 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/72, 2-3=-124/55, 3-8=-34/37, 4-8=-35/37, 4-5=-52/23, 2-7=-244/74 BOT CHORD 6-7=-151/148, 5-6=-58/93 WEBS 3-6=-30/99, 3-5=-120/62, 2-6=-126/168 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-8 to 3-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 5 and 32 lb uplift at joint 7. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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 (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=2 (F), 8=-7 (F) Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064757M5Half Hip Girder 1 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:17 Page: 1 ID:30tswnK7qTrM_K7zhBIk5OyxSiS-YHQb0yM3nb_UPAzXJK30TZFlEGJb4Zq86k34MByxDtK July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x5 =2x4 1 5 4 2 3 1-6-8 -1-6-8 0-5-13 3-6-0 3-0-3 3-0-3 0-1-8 3-6-0 3-4-8 3-4-84-11-101-1-133-10-74-1-150-3-8Scale = 1:35.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)-0.01 4-5 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.06 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 21 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4=0-1-8, 5=0-3-8 Max Horiz 5=135 (LC 9) Max Uplift 4=-62 (LC 9) Max Grav 4=134 (LC 19), 5=256 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/72, 2-3=-124/118, 3-4=-131/95, 2-5=-224/76 BOT CHORD 4-5=-227/225 WEBS 2-4=-188/196 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-8 to 1-5-8, Interior (1) 1-5-8 to 3-3-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064758M6Half Hip 1 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:17 Page: 1 ID:8MxDmIIWTqdQazGjlnUsohyxFBS-YHQb0yM3nb_UPAzXJK30TZFlSGIb4Zh86k34MByxDtK July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x5 =4x8 =3x5 =3x6 NAILED NAILED NAILED NAILED 1 7 6 5 2 3 8 4 1-6-8 -1-6-8 1-8-3 1-8-3 1-9-13 3-6-0 1-8-1 3-6-0 1-9-15 1-9-153-7-101-1-132-9-152-9-15Scale = 1:38.5 Plate Offsets (X, Y):[3:0-6-8,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)0.00 6-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 6-7 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.07 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-0 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 (size)4= Mechanical, 5= Mechanical, 7=0-3-8 Max Horiz 7=91 (LC 11) Max Uplift 4=-23 (LC 8), 5=-28 (LC 9), 7=-32 (LC 12) Max Grav 4=52 (LC 1), 5=92 (LC 34), 7=258 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/72, 2-3=-124/83, 3-8=-35/37,4-8=-35/37, 4-5=0/0, 2-7=-244/150 BOT CHORD 6-7=-183/126, 5-6=-65/91 WEBS 3-6=-62/87, 3-5=-111/74, 2-6=-101/233 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-8 to 3-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 4, 28 lb uplift at joint 5 and 32 lb uplift at joint 7. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 10)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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 (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=2 (B), 8=-7 (B) Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064759M7Half Hip Girder 1 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:17 Page: 1 ID:MMoVOBPWBcjMKP9Jb9wNtsyxSiL-YHQb0yM3nb_UPAzXJK30TZFk7GJf4YV86k34MByxDtK July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x6 =4x5 =2x4 =2x4 1 2 5 4 6 7 3 1-2-8 -1-2-8 3-6-0 3-6-0 0-1-8 3-6-0 3-4-8 3-4-85-1-70-9-134-0-50-3-8Scale = 1:35.1 Plate Offsets (X, Y):[2:0-1-9,0-0-2] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)0.00 2-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)-0.01 2-4 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 20 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 -- 2-1-11 BRACING TOP CHORD Structural wood sheathing directly applied or3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 4=0-1-8 Max Horiz 2=116 (LC 9) Max Uplift 4=-47 (LC 9) Max Grav 2=220 (LC 1), 4=146 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38, 2-6=-210/105, 6-7=-194/127, 3-7=-194/145, 3-4=-164/208 BOT CHORD 2-5=-52/56, 4-5=-52/56 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior (1) 1-9-8 to 3-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064760M8Monopitch7120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:18 Page: 1 ID:S8ciM?Eto_njnZVT6NMNHRyxF8y-0T_zEINhYu6L0KYjt1aF0nowvgeop0tIKOpdvdyxDtJ July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x6 =4x5 =5x8 =3x5 1 2 6 5 7 3 4 1-2-8 -1-2-8 0-5-5 3-6-0 3-0-11 3-0-11 0-1-8 3-6-0 3-4-8 3-4-84-8-20-9-133-6-153-10-70-3-8Scale = 1:34 Plate Offsets (X, Y):[2:0-1-9,0-0-2], [4:0-3-14,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)0.00 2-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(CT)-0.01 2-5 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.07 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 -- 1-11-5 BRACING TOP CHORD Structural wood sheathing directly applied or3-6-0 oc purlins, except end verticals, and2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 5=0-1-8 Max Horiz 2=109 (LC 9) Max Uplift 5=-36 (LC 9) Max Grav 2=220 (LC 1), 5=141 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38, 2-7=-196/92, 3-7=-180/109, 3-4=-49/52, 4-5=-10/9 BOT CHORD 2-6=-51/49, 5-6=-51/49 WEBS 3-5=-128/210 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior (1) 1-9-8 to 3-0-11, Exterior(2E) 3-0-11 to 3-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064761M9Half Hip 1 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:18 Page: 1 ID:urOyrziuUZWAINA3mTw3nYyxF?J-0T_zEINhYu6L0KYjt1aF0now?geip?sIKOpdvdyxDtJ July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x6 =4x5 =4x8 =2x4 =3x5 =2x4 NAILED NAILED NAILED NAILED 1 2 7 6 5 3 8 4 1-2-8 -1-2-8 1-8-11 1-8-11 1-9-5 3-6-0 1-7-9 3-6-0 1-10-7 1-10-73-4-20-9-132-6-72-6-7Scale = 1:40.2 Plate Offsets (X, Y):[2:0-1-9,0-0-2], [3:0-6-8,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL)0.00 6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 6 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.04 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 21 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 -- 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or3-6-0 oc purlins, except end verticals, and2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 5= Mechanical Max Horiz 2=72 (LC 9) Max Uplift 2=-28 (LC 12), 5=-43 (LC 9) Max Grav 2=232 (LC 1), 5=139 (LC 39) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38, 2-3=-165/62, 3-8=-31/32, 4-8=-31/33, 4-5=-52/33 BOT CHORD 2-7=-73/87, 6-7=-73/87, 5-6=-71/90 WEBS 3-6=0/101, 3-5=-111/84 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 5 and 28 lb uplift at joint 2. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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 (lb/ft) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6=-10 (B), 7=-5 (B), 8=-13 (B) Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064762M10Half Hip Girder 1 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:18 Page: 1 ID:iJbORuTf?8MfQA1HOiVYawyxSiG-0T_zEINhYu6L0KYjt1aF0noyggfup0FIKOpdvdyxDtJ July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x6 =4x5 =5x8 =3x5 1 2 6 5 7 3 4 1-2-8 -1-2-8 0-5-5 3-6-0 3-0-11 3-0-11 0-1-8 3-6-0 3-4-8 3-4-84-8-20-9-133-6-153-10-70-3-8Scale = 1:34 Plate Offsets (X, Y):[2:0-1-9,0-0-2], [4:0-3-14,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)0.00 2-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(CT)-0.01 2-5 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.07 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 -- 1-11-5 BRACING TOP CHORD Structural wood sheathing directly applied or3-6-0 oc purlins, except end verticals, and2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 5=0-1-8 Max Horiz 2=109 (LC 9) Max Uplift 5=-36 (LC 9) Max Grav 2=220 (LC 1), 5=141 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38, 2-7=-196/92, 3-7=-180/109, 3-4=-49/52, 4-5=-10/9 BOT CHORD 2-6=-51/49, 5-6=-51/49 WEBS 3-5=-128/210 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior (1) 1-9-8 to 3-0-11, Exterior(2E) 3-0-11 to 3-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064763M11Half Hip 1 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:18 Page: 1 ID:50SWgwwlrH1QDGVBLKiRZeyxEx9-0T_zEINhYu6L0KYjt1aF0now?geip?sIKOpdvdyxDtJ July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x6 =4x5 =4x8 =2x4 =3x5 =2x4 NAILED NAILED NAILED NAILED 1 2 7 6 5 3 8 4 1-2-8 -1-2-8 1-8-11 1-8-11 1-9-5 3-6-0 1-7-9 3-6-0 1-10-7 1-10-73-4-20-9-132-6-72-6-7Scale = 1:40.2 Plate Offsets (X, Y):[2:0-1-9,0-0-2], [3:0-6-8,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL)0.00 6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 6 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.04 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 21 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 -- 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or3-6-0 oc purlins, except end verticals, and2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 5= Mechanical Max Horiz 2=72 (LC 9) Max Uplift 2=-28 (LC 12), 5=-43 (LC 9) Max Grav 2=232 (LC 1), 5=139 (LC 39) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38, 2-3=-162/69, 3-8=-30/33, 4-8=-31/33, 4-5=-52/21 BOT CHORD 2-7=-53/93, 6-7=-53/93, 5-6=-51/96 WEBS 3-6=0/101, 3-5=-121/50 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 5 and 28 lb uplift at joint 2. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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 (lb/ft) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6=-10 (F), 7=-5 (F), 8=-13 (F) Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064764M12Half Hip Girder 1 120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:19 Page: 1 ID:qptIAKdpx8?pUAXnfxEbcfyxSi3-0T_zEINhYu6L0KYjt1aF0noyggfup0FIKOpdvdyxDtJ July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 =4x5 =2x4 =4x5 =5x10 =2x4 =3x5 1 2 12 13 7 14 15 6 8 11 3 5 9 10 4 1-6-8 -1-6-8 4-3-0 13-2-0 4-3-0 8-11-0 4-8-0 4-8-0 4-8-0 17-10-0 8-11-0 8-11-0 8-11-0 17-10-03-9-80-5-83-5-3Scale = 1:36.6 Plate Offsets (X, Y):[7:0-5-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL)0.29 6-7 >735 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.79 Vert(CT)-0.33 6-7 >643 180 BCLL 0.0*Rep Stress Incr YES WB 0.20 Horz(CT)0.04 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 57 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-0 oc bracing. REACTIONS (size)2=0-3-8, 6=0-3-8 Max Horiz 2=48 (LC 16) Max Uplift 2=-186 (LC 8), 6=-140 (LC 9) Max Grav 2=814 (LC 1), 6=703 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-8=-1499/939, 3-8=-1457/954, 3-9=-1156/858, 4-9=-1111/873, 4-10=-1111/881, 5-10=-1157/866, 5-11=-1489/967, 6-11=-1542/954 BOT CHORD 2-12=-873/1361, 12-13=-873/1361, 7-13=-873/1361, 7-14=-879/1421, 14-15=-879/1421, 6-15=-879/1421 WEBS 4-7=-469/493, 5-7=-417/148, 3-7=-357/130 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-8 to 1-5-8, Interior (1) 1-5-8 to 8-11-0, Exterior(2R) 8-11-0 to 11-11-0, Interior (1) 11-11-0 to 17-10-0 zone; cantilever left and rightexposed ; end vertical left and right exposed; porch leftand right exposed;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 lb uplift at joint 6 and 186 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064765PCommon1120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:19 Page: 1 ID:9W0PtQIspTavB2V?I1?vqRyxE39-UgXLReNJJCECeU7wRl5UZ_K4D4pJYQ1RZ2YBR4yxDtI July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 =3x5 =2x4 =6x8 =3x5 =4x6 =3x5 =3x6 5 1 8 7 6 4 13 14 15 12 9 11 102 3 1-6-8 19-4-8 2-9-0 10-3-8 7-6-8 7-6-8 7-6-8 17-10-0 3-0-8 10-5-4 7-4-12 17-10-0 7-4-12 7-4-123-4-00-5-80-1-92-10-22-10-20-1-92-11-11Scale = 1:37.2 Plate Offsets (X, Y):[1:Edge,0-2-0], [4:Edge,0-1-3] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL)0.23 1-8 >919 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.60 Vert(CT)-0.24 1-8 >870 180 BCLL 0.0*Rep Stress Incr YES WB 0.09 Horz(CT)0.04 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 53 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-11-10 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing. REACTIONS (size)1=0-3-8, 4=0-3-8 Max Horiz 1=-41 (LC 17) Max Uplift 1=-145 (LC 8), 4=-192 (LC 9) Max Grav 1=697 (LC 1), 4=808 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-1378/1046, 2-9=-1307/1064, 2-10=-1212/998, 3-10=-1212/998, 3-11=-1293/1030, 11-12=-1305/1013, 4-12=-1368/1006, 4-5=0/21 BOT CHORD 1-13=-949/1232, 8-13=-949/1232, 7-8=-935/1225, 6-7=-935/1225, 6-14=-911/1220, 14-15=-911/1220, 4-15=-911/1220 WEBS 2-8=-257/227, 2-6=-169/146, 3-6=-247/224 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 7-6-8, Exterior(2E) 7-6-8 to 10-3-8, Exterior (2R) 10-3-8 to 14-6-7, Interior (1) 14-6-7 to 19-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 1 and 192 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064766P1Hip1120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:19 Page: 1 ID:DgyWbMgxGIcM1zx8AlZP7AyxE2f-UgXLReNJJCECeU7wRl5UZ_Kvo4sAYSgRZ2YBR4yxDtI July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 =3x5 =2x4 =6x8 =3x5 =4x6 =3x5 =3x5 1 6 16 2 15 9 8 7 17 5 1410 43111213 1-6-8 -1-6-8 1-6-8 19-4-8 5-6-8 17-10-0 5-6-8 5-6-8 6-9-0 12-3-8 5-4-12 17-10-0 5-4-12 5-4-12 7-0-8 12-5-42-8-00-5-80-1-92-2-22-2-20-1-92-3-11Scale = 1:40.1 Plate Offsets (X, Y):[2:Edge,0-2-0], [5:Edge,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL)0.18 7-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.47 Vert(CT)-0.19 7-9 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.12 Horz(CT)0.04 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 57 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 7-3:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins, except 2-0-0 oc purlins (3-3-7 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 5-4-11 oc bracing. REACTIONS (size)2=0-3-8, 5=0-3-8 Max Horiz 2=29 (LC 16) Max Uplift 2=-199 (LC 8), 5=-199 (LC 9) Max Grav 2=803 (LC 1), 5=803 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-10=-1543/1207, 3-10=-1490/1223, 3-11=-1391/1159, 11-12=-1391/1159, 12-13=-1391/1159, 4-13=-1391/1159, 4-14=-1490/1221, 5-14=-1543/1204, 5-6=0/21 BOT CHORD 2-15=-1106/1401, 9-15=-1106/1401, 8-9=-1085/1391, 8-16=-1085/1391, 7-16=-1085/1391, 7-17=-1099/1401, 5-17=-1099/1401 WEBS 3-9=-279/270, 3-7=-128/128, 4-7=-272/270 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-8 to 1-5-8, Interior (1) 1-5-8 to 5-6-8, Exterior(2R) 5-6-8 to 9-9-7, Interior (1) 9-9-7 to 12-3-8, Exterior(2R) 12-3-8 to 16-6-7, Interior (1) 16-6-7 to 19-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 199 lb uplift at joint 2 and 199 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064767P2Hip1120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:19 Page: 1 ID:ThXL2F_F8Itg9yw8iD1VAfyxE2F-UgXLReNJJCECeU7wRl5UZ_KyR4uCYSHRZ2YBR4yxDtI July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 =3x5 =2x4 =6x8 =4x6 =4x8 =2x4 =6x8 =2x4 =3x5 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1 721122 22 11 23 10 24 9 25 26 27 8 28 6 2013 416 1715 18 1914 53 1-6-8 -1-6-8 1-6-8 19-4-8 3-6-8 17-10-0 3-6-8 3-6-8 5-4-8 8-11-0 5-4-8 14-3-8 3-4-12 17-10-0 3-4-12 3-4-12 5-6-4 8-11-0 5-6-4 14-5-42-0-00-5-81-7-11Scale = 1:38.8 Plate Offsets (X, Y):[3:0-4-0,0-2-6], [5:0-4-0,0-2-6] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)0.08 9-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.25 Vert(CT)-0.13 9 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.14 Horz(CT)0.02 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 157 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-5:2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 9-3,9-5:2x4 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 (size)2=0-3-8, 6=0-3-8 Max Horiz 2=21 (LC 33) Max Uplift 2=-221 (LC 8), 6=-222 (LC 9) Max Grav 2=921 (LC 1), 6=922 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-12=0/13, 2-12=0/25, 2-13=-1990/1233, 3-13=-1953/1245, 3-14=-2943/1835, 14-15=-2945/1835, 15-16=-2945/1834, 4-16=-2947/1834, 4-17=-2947/1834, 17-18=-2945/1834, 18-19=-2945/1834, 5-19=-2943/1834, 5-20=-1958/1234,6-20=-1995/1226, 6-21=0/25, 7-21=0/13 BOT CHORD 2-22=-1115/1831, 11-22=-1115/1831, 11-23=-1098/1816, 10-23=-1098/1816, 10-24=-1098/1816, 9-24=-1098/1816, 9-25=-1097/1821, 25-26=-1097/1821, 26-27=-1097/1821, 8-27=-1097/1821, 8-28=-1113/1836, 6-28=-1113/1836 WEBS 3-11=-176/284, 3-9=-693/1180, 4-9=-429/156, 5-9=-695/1176, 5-8=-174/287 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. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-8 to 1-5-8, Interior (1) 1-5-8 to 3-6-8, Exterior(2R) 3-6-8 to 7-9-7, Interior (1) 7-9-7 to 14-3-8, Exterior(2R) 14-3-8 to 18-6-7, Interior (1) 18-6-7 to 19-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 221 lb uplift at joint 2 and 222 lb uplift at joint 6. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 2-6=-20 Concentrated Loads (lb) Vert: 3=-18 (B), 5=-18 (B), 10=-13 (B), 11=-18 (B), 8=-18 (B), 14=-14 (B), 15=-14 (B), 16=-14 (B), 17=-14 (B), 18=-14 (B), 19=-14 (B), 23=-13 (B), 24=-13 (B), 25=-13 (B), 26=-13 (B), 27=-13 (B) Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064768PGHip Girder 1 220070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:20 Page: 1 ID:3wQU7gaMr1wsvKbNVIum7nyxE1V-ys5jf_Oy4WM3Gei6_Scj5CtH4UIuHu7boiIkzWyxDtH July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 =3x5 =2x4 1 3 2 0-5-3 3-10-7 1-6-1 3-5-4 1-11-4 1-11-4 3-10-71-3-120-0-41-0-0Scale = 1:22.4 Plate Offsets (X, Y):[2:0-2-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (size)1=3-10-7, 3=3-10-7 Max Horiz 1=18 (LC 11) Max Grav 1=119 (LC 1), 3=119 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-100/49, 2-3=-100/49 BOT CHORD 1-3=-15/67 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064769V1Valley1120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:20 Page: 1 ID:s3CQ_55mvqhszW7_cnuRtgyxSet-ys5jf_Oy4WM3Gei6_Scj5CtJDUKSHwNboiIkzWyxDtH July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 812 =2x4 =2x4 =4x5 =2x4 1 4 3 2 0-5-3 7-10-7 3-6-1 7-5-4 3-11-4 3-11-4 7-10-72-7-120-0-42-4-0Scale = 1:27.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 21 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=7-10-7, 3=7-10-7, 4=7-10-7 Max Horiz 1=43 (LC 11) Max Uplift 1=-15 (LC 12), 3=-20 (LC 13) Max Grav 1=152 (LC 1), 3=152 (LC 1), 4=254 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-86/41, 2-3=-84/41 BOT CHORD 1-4=-7/37, 3-4=-7/37 WEBS 2-4=-167/56 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior (1) 3-5-12 to 3-11-10, Exterior(2R) 3-11-10 to 6-11-10, Interior (1) 6-11-10 to 7-5-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 1 and 20 lb uplift at joint 3. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064770V2Valley1120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:21 Page: 1 ID:oSKBPn71QRyaCqHNjCxvy5yxSer-ys5jf_Oy4WM3Gei6_Scj5CtGhUKEHwlboiIkzWyxDtH July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 1 3 2 1-6-8 1-6-81-6-120-0-41-6-12Scale = 1:21 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 5 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 1-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=1-6-8, 3=1-6-8 Max Horiz 1=30 (LC 11) Max Uplift 3=-11 (LC 9) Max Grav 1=45 (LC 20), 3=48 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-67/39, 2-3=-47/74 BOT CHORD 1-3=-14/16 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 4-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psfon the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064771V10Valley1120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:21 Page: 1 ID:jXmCEI5rOtEvMcGUeXkpCHyxEg8-Q2f6sKParpUwtoHIYA8yePQU1uhx0Ndk0L1HVyyxDtG July 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 1 3 2 2-10-8 2-10-82-10-120-0-42-10-12Scale = 1:24.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.05 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=2-10-8, 3=2-10-8 Max Horiz 1=67 (LC 9) Max Uplift 3=-24 (LC 9) Max Grav 1=102 (LC 20), 3=109 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-149/85, 2-3=-100/162 BOT CHORD 1-3=-32/35 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 4-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psfon the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 288 Jacksons Grant-Roof Trusses I42064772V11Valley1120070058-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Fri Jul 17 07:42:21 Page: 1 ID:jXmCEI5rOtEvMcGUeXkpCHyxEg8-Q2f6sKParpUwtoHIYA8yePQTXuhF0Ndk0L1HVyyxDtG July 17,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths