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I42163562.20070083-A
16023 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 27,2020 Liu, Xuegang Pages or sheets covered by this seal: I42163562 thru I42163677 My license renewal date for the state of Indiana is July 31, 2022. 20070083-A Panda 308 Jackson's 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. 1012 =4x5 =4x5 =4x6 =3x5 =5x8=5x6 =8x10 =3x5 =5x6 =4x5 =6x10 =5x10 =4x8 =MT20HS 8x12 =MT20HS 8x12 =2x4 =6x10 =6x8 =8x12 =3x5 =3x5 =5x6 =6x10 =3x5 =4x6 =4x5 =5x10 =4x6 =6x8 =3x5 =4x5 =4x8 =4x6 =5x6 =3x5 1 35 34 23 22 43 21 20 44 19 1833322524302928274142 26 17231 3 4 6365 7 16 153740 8 9 14391038111213 1-5-0 1-5-0 4-11-4 10-2-8 4-11-4 15-1-12 4-1-5 19-3-1 3-10-4 5-3-4 4-1-5 23-4-6 7-4-15 43-10-10 6-3-1 56-1-4 5-11-9 49-10-3 13-1-6 36-5-11 0-1-12 15-3-8 0-1-12 1-5-0 1-0-0 3-6-12 1-0-0 29-0-12 1-1-12 2-6-12 1-3-4 1-3-4 1-6-12 5-1-8 3-7-9 40-1-4 3-7-10 43-8-14 4-6-10 28-0-12 4-11-4 15-1-12 5-1-0 10-2-8 6-1-5 49-10-3 6-3-1 56-1-4 7-4-15 36-5-11 8-2-10 23-6-211-10-00-7-21-7-130-6-00-6-00-1-150-3-80-3-84-6-64-9-140-1-154-11-136-10-311-10-00-6-00-6-00-6-01-0-0Scale = 1:101.1 Plate Offsets (X, Y): [1:0-4-12,0-0-5], [6:0-3-8,0-2-0], [7:0-5-4,0-5-0], [9:0-5-4,0-3-0], [14:0-5-4,0-3-0], [17:Edge,0-1-12], [18:Edge,0-1-8], [19:0-3-8,0-2-0], [24:0-2-12,0-2-4], [28:0-6-0,0-4-8], [29:0-3-8,0-2-8], [31:0-7-0,0-6-0], [33:0-2-8,0-2-8] 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 0.70 Vert(LL)-0.45 27-28 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.80 Vert(CT)-0.84 27-28 >781 180 MT20HS 148/108 BCLL 0.0*Rep Stress Incr YES WB 0.82 Horz(CT)0.27 18 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 428 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 34-3,32-4:2x4 SPF Stud, 33-32,25-24,23-21:2x4 SPF No.2, 31-28,28-26:2x6 SP 2400F 2.0E, 11-23:2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 35-33,31-3,30-4,30-5,28-7,18-17,29-6,2-33,2- 35:2x4 SPF Stud, 27-7:2x4 SPF 1650F 1.5E BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins, except end verticals, and 2-0-0 oc purlins (2-3-10 max.): 5-7, 9-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:6-0-0 oc bracing: 33-34. 1 Row at midpt 11-24 10-0-0 oc bracing: 31-32 WEBS 1 Row at midpt 13-22, 15-20 WEBS 2 Rows at 1/3 pts 7-27 REACTIONS (size)18=0-3-8, 35=0-3-8 Max Horiz 35=223 (LC 9) Max Grav 18=2418 (LC 2), 35=2487 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-117/5, 2-3=-1776/59, 3-4=-3439/122, 4-5=-3221/65, 5-6=-5202/33, 6-36=-7128/13, 7-36=-7126/14, 7-37=-4197/50, 8-37=-4126/67, 8-9=-4112/117, 9-10=-3123/121, 10-38=-3111/122, 11-38=-3111/122, 11-12=-2979/129, 12-13=-2979/129, 13-39=-2669/132, 14-39=-2671/132, 14-40=-2725/124, 15-40=-2736/78, 15-16=-2668/43, 16-17=-2813/15, 17-18=-2314/24 BOT CHORD 1-35=0/110, 34-35=-32/116, 33-34=-86/14, 3-33=-1883/65, 32-33=-24/272, 31-32=-7/89, 4-31=-161/392, 30-31=-193/2714, 29-30=-88/2542, 28-29=-37/5201, 27-28=0/7078, 27-41=0/3064, 41-42=0/3064, 26-42=0/3064, 25-26=-2/134, 10-26=0/266, 24-25=-20/653, 23-24=0/133, 11-24=-1579/71, 22-23=0/699, 22-43=0/2026, 21-43=0/2026, 20-21=0/2026, 20-44=0/2090, 19-44=0/2090, 18-19=-16/123 WEBS 33-35=-202/192, 31-33=-202/1361, 3-31=-49/1835, 4-30=-337/146, 5-30=-75/113, 5-29=-11/3231, 6-28=0/2309, 7-28=-1125/71, 7-27=-4218/18, 8-27=-245/135, 9-27=-29/2202, 9-26=-143/346, 24-26=0/2670, 11-26=0/1033, 22-24=-14/1976, 13-24=-37/603, 13-22=-956/168, 14-22=-87/1236, 14-20=-42/452, 15-20=-207/167, 15-19=-270/69, 17-19=0/2013, 6-29=-1667/61, 2-33=0/1370, 2-35=-2262/71 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) 0-0-0 to 5-3-4, Exterior(2R) 5-3-4 to 10-10-9, Interior (1) 10-10-9 to 23-4-6, Exterior(2R) 23-4-6 to 28-11-11, Interior (1) 28-11-11 to 43-10-10, Exterior(2R) 43-10-10 to 49-6-0, Interior (1) 49-6-0 to 55-11-8 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)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 Panda 308 Jackson's Grant-Roof Trusses I42163562APiggyback Base 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:29 Page: 1 ID:8bS47j84WINNq_cg9jm0sIyuvjq-fyyWeOSO30DdndkJBCQVTu988fkghU?F7zKaZxyusLh July 27,2020 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 =5x8 =4x5 =4x6 =3x5 =5x6 =5x10 =8x10 =3x5 =5x6 =5x6 =5x8 =5x10 =2x4 =6x8 =4x8 =6x8 =6x8 =5x8 =8x10 =3x5 =3x5 =5x6 =6x10 =3x5 =4x6 =4x5 =5x10 =4x6 =6x8 =3x5 =4x5 =4x8 =4x6 =5x6 =3x5 1 35 34 22 21 42 20 19 43 18 1733322423302928272641 25 16231 3 4 15 636 75 143740 8 1339938101112 1-5-0 1-5-0 4-11-4 12-2-8 4-11-4 17-1-12 7-4-15 43-10-10 6-3-1 56-1-4 5-10-4 7-3-4 6-2-10 23-4-6 5-11-9 49-10-3 13-1-6 36-5-11 0-1-12 1-5-0 1-0-0 3-6-12 1-1-12 2-6-12 1-3-4 1-3-4 1-0-0 29-0-12 1-10-4 14-0-12 2-11-4 17-0-0 3-7-9 40-1-4 3-7-10 43-8-14 3-10-4 7-5-0 4-6-10 28-0-12 4-9-8 12-2-8 6-1-5 49-10-3 6-3-1 56-1-4 6-6-2 23-6-2 7-4-15 36-5-1111-10-00-7-21-7-130-6-00-6-00-1-150-3-80-3-86-2-66-5-140-1-156-7-135-2-311-10-00-6-00-6-00-6-01-0-0Scale = 1:101.1 Plate Offsets (X, Y): [5:0-3-4,0-2-10], [7:0-2-8,0-3-12], [8:0-5-4,0-3-0], [13:0-5-4,0-3-0], [16:Edge,0-1-12], [17:Edge,0-1-8], [18:0-3-8,0-2-0], [23:0-2-12,0-2-4], [25:0-2-0,Edge], [26:0-3-8,0-2-8], [27:0-3-8,0-2-0], [31:0-7-0,0-5-12], [33:0-2-0,0-2-0] 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 0.50 Vert(LL)-0.34 26-27 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.99 Vert(CT)-0.63 26-27 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.89 Horz(CT)0.28 17 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 418 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 1-34,20-17:2x4 SP 2400F 2.0E, 34-3,32-4:2x4 SPF Stud, 33-32,24-23,22-20:2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 35-33,33-31,31-3,30-4,30-5,27-7,17-16,29-6,2-35,33-2:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-3 max.): 5-7, 8-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 33-34 2-2-0 oc bracing: 26-27. 1 Row at midpt 10-23 10-0-0 oc bracing: 31-32 WEBS 1 Row at midpt 6-30, 7-26, 12-21, 14-19 REACTIONS (lb/size)17=2180/0-3-8, 35=2296/0-3-8 Max Horiz 35=223 (LC 11) Max Grav 17=2418 (LC 2), 35=2488 (LC 2)1 1 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1777/59, 3-4=-3474/125, 4-5=-3206/55, 5-6=-2518/74, 6-36=-5216/59, 7-36=-5214/59, 7-37=-4047/54, 8-37=-4046/102, 8-9=-3132/124, 9-38=-3098/125, 10-38=-3098/125, 10-11=-2982/132, 11-12=-2982/132, 12-39=-2671/134, 13-39=-2672/133, 13-40=-2726/126, 14-40=-2738/80, 14-15=-2669/44, 15-16=-2814/16, 16-17=-2315/26 BOT CHORD 3-33=-1920/59, 4-31=-117/281, 30-31=-201/2793, 29-30=0/4094,28-29=0/4094, 27-28=0/4094, 26-27=0/5243, 26-41=0/3067, 25-41=0/3067,9-25=-5/362, 23-24=-26/815, 10-23=-1593/67, 21-22=0/691, 21-42=0/2027,20-42=0/2027, 19-20=0/2027, 19-43=0/2090, 18-43=0/2090 WEBS 31-33=-199/1427, 3-31=-78/1879, 4-30=-459/162, 5-30=0/1769, 6-30=-2288/13, 6-27=0/1624, 7-27=-1007/70, 7-26=-2822/106, 8-26=0/2076, 8-25=-132/362, 21-23=-13/1985, 12-23=-37/604, 12-21=-957/168, 13-21=-87/1237, 13-19=-42/452, 14-18=-270/70, 16-18=0/2014, 23-25=0/2537, 10-25=0/959, 2-35=-2264/72, 2-33=0/1362 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) 0-0-1 to 5-7-6, Interior (1) 5-7-6 to 7-3-4, Exterior(2R) 7-3-4 to 12-10-9, Interior (1) 12-10-9 to 23-4-6, Exterior(2R) 23-4-6 to 28-11-11, Interior (1) 28-11-11 to 43-10-10, Exterior(2R) 43-10-10 to 49-6-0, Interior (1) 49-6-0 to 55-11-8 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. Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163563A1Piggyback Base 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Mon Jul 27 07:53:40 Page: 1 ID:nVQB7C278kOvwE4VOHX?miyuvdV-8f0hLhVCgYeieYcdUcYq8WmhErp0XynmQBtFCvytwmg Continued on page 2 July 27,2020 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)* 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 anyother members, with BCDL = 10.0psf. 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)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 Panda 308 Jackson's Grant-Roof Trusses I42163563A1Piggyback Base 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Mon Jul 27 07:53:40 Page: 2 ID:nVQB7C278kOvwE4VOHX?miyuvdV-8f0hLhVCgYeieYcdUcYq8WmhErp0XynmQBtFCvytwmg 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, 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 =4x5 =4x5 =4x6 =3x4 =5x12=5x6 =8x9 =3x4 =5x5 =5x6 =4x8 =4x6 =5x8 =2x4 =4x5 =6x6 =6x7 =5x7 =7x10 =3x4 =3x4 =5x5 =5x9 =3x5 =4x6 =4x4 =5x10 =4x6 =5x8 =3x4 =4x5 =5x6 =4x6 =7x6 =3x4 1 35 34 22 21 40 20 19 41 18 1733322423302928272639 25 16231 3 4 15 1438 6365 7 8 13379101112 1-5-0 1-5-0 4-11-4 19-1-12 4-11-4 14-2-8 4-2-10 23-4-6 7-4-15 43-10-10 6-3-1 56-1-4 5-11-9 49-10-3 7-10-4 9-3-4 13-1-6 36-5-11 0-1-12 1-5-0 1-0-0 3-6-12 1-1-12 2-6-12 1-3-4 1-3-4 1-0-0 29-0-12 2-1-12 14-2-8 2-7-12 12-0-12 3-7-9 40-1-4 3-7-10 43-8-14 4-6-2 23-6-2 4-6-10 28-0-12 4-9-8 19-0-0 5-10-4 9-5-0 6-1-5 49-10-3 6-3-1 56-1-4 7-4-15 36-5-1111-10-00-7-21-7-130-6-00-6-00-1-150-3-80-3-87-10-68-1-140-1-158-3-133-6-311-10-00-6-00-6-00-6-01-0-0Scale = 1:101.1 Plate Offsets (X, Y):[5:0-4-0,0-2-14], [7:0-2-12,0-4-0], [8:0-5-0,0-3-0], [13:0-5-12,0-2-12], [17:Edge,0-1-8], [23:0-3-4,0-1-12], [25:0-4-0,0-3-12], [31:0-6-4,0-5-12] 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 0.50 Vert(LL)-0.30 25-26 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.87 Vert(CT)-0.55 25-26 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.85 Horz(CT)0.27 17 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 419 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-34,9-24,20-17:2x4 SP 2400F 2.0E, 34-3,32-4:2x4 SPF Stud, 31-29,29-25:2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 35-33,31-3,17-16,2-33,2-35:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-12 max.): 5-7, 8-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 33-34. 2 Rows at 1/3 pts 10-23 10-0-0 oc bracing: 31-32 WEBS 1 Row at midpt 6-30, 7-26, 12-21, 14-19 REACTIONS (size)17=0-3-8, 35=0-3-8 Max Horiz 35=223 (LC 11) Max Grav 17=2418 (LC 2), 35=2488 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-119/5, 2-3=-1779/59, 3-4=-3509/125, 4-5=-3163/61, 5-6=-2429/89, 6-36=-4202/79, 7-36=-4201/80, 7-8=-4014/123, 8-9=-3124/127, 9-10=-3108/128, 10-11=-2995/135, 11-12=-2995/135, 12-37=-2671/136, 13-37=-2673/136, 13-38=-2726/128, 14-38=-2738/82, 14-15=-2669/46, 15-16=-2814/18, 16-17=-2315/26 BOT CHORD 1-35=0/114, 34-35=-32/111, 33-34=-85/13, 3-33=-1927/41, 32-33=-32/189, 31-32=-7/77, 4-31=-83/201, 30-31=-229/2920, 29-30=0/3488, 28-29=0/3488, 27-28=0/3488, 26-27=0/4220, 26-39=0/3061, 25-39=0/3061, 24-25=-2/135, 9-25=0/291, 23-24=-30/696, 22-23=0/135, 10-23=-1658/63, 21-22=0/444, 21-40=0/2027, 20-40=0/2027, 19-20=0/2027, 19-41=0/2091, 18-41=0/2091, 17-18=-16/123 WEBS 33-35=-201/197, 31-33=-189/1469, 3-31=-127/1986, 4-30=-665/229, 5-30=0/1704, 6-30=-1823/49, 6-27=0/1225, 7-27=-872/52, 7-26=-2188/107, 8-26=-27/2125, 8-25=-112/353, 23-25=0/2671, 10-25=0/1088, 21-23=-23/2233, 12-23=-37/622, 12-21=-972/170, 13-21=-87/1238, 13-19=-42/452, 14-19=-207/167, 14-18=-270/70, 16-18=0/2014, 6-28=0/178, 2-33=0/1354, 2-35=-2269/72 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) 0-0-1 to 5-7-6, Interior (1) 5-7-6 to 9-3-4, Exterior(2R) 9-3-4 to 14-10-9, Interior (1) 14-10-9 to 23-4-6, Exterior(2R) 23-4-6 to 29-2-8, Interior (1) 29-2-8 to 43-10-10, Exterior(2R) 43-10-10 to 49-6-0, Interior (1) 49-6-0 to 55-11-8 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)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)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 Panda 308 Jackson's Grant-Roof Trusses I42163564A2Piggyback Base 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:34 Page: 1 ID:OvXkl6GXoGao?W8tAwq8EVyuvad-QVRYJ7YPBTDVksLrfuZNoaUZJtSIZ5NQyCG0rTyusLZ July 27,2020 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 =4x5 =4x8 =4x5 =4x6 =3x5 =5x6 =5x8 =3x5 =3x5 =6x12 =4x5 =5x6 =4x8 =4x8 =4x8 =2x4 =3x8 =8x10 =6x8 =4x5 =6x10 =3x5 =3x5 =5x6 =6x10 =3x5 =4x6 =4x5 =6x10 =4x6 =6x8 =3x5 =4x5 =4x8 =4x6 =5x6 =3x5 1 36 35 23 22 44 21 20 45 19 183433252432313041294228274326 17234 37 16 5 1540 7386 8 9 143910111213 1-4-15 1-4-15 2-2-10 23-4-5 4-11-4 16-2-7 4-11-4 21-1-11 3-10-8 11-3-3 7-4-15 43-10-10 5-11-12 7-4-12 6-3-1 56-1-3 5-11-9 49-10-3 13-1-6 36-5-11 0-1-12 1-4-15 0-7-12 12-0-11 1-0-0 3-6-11 1-1-12 2-6-11 1-3-3 1-3-3 1-0-0 29-0-11 2-6-2 23-6-1 3-7-9 40-1-3 3-7-10 43-8-14 4-1-12 16-2-7 4-6-10 28-0-11 4-9-8 20-11-15 6-1-5 49-10-3 6-3-1 56-1-3 7-4-15 36-5-11 7-10-4 11-4-1511-10-10-7-31-7-130-6-00-6-00-1-159-9-149-9-140-1-159-11-131-10-311-10-00-6-00-6-00-6-01-0-0Scale = 1:101.5 Plate Offsets (X, Y): [1:0-0-12,0-5-0], [6:0-3-4,0-2-10], [8:0-4-4,0-4-0], [9:0-5-4,0-3-0], [14:0-5-4,0-3-0], [17:0-3-0,0-1-8], [18:Edge,0-1-8], [19:0-3-8,0-2-0], [24:0-4-8,0-2-8], [26:0-3-12,0-3-0], [27:0-1-12,0-1-8], [28:0-3-8,0-1-8], [30:0-3-12,Edge], [32:0-5-4,0-2-0], [34:0-2-4,0-2-8] 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 0.50 Vert(LL)-0.29 26-27 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.85 Vert(CT)-0.53 26-27 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.73 Horz(CT)0.24 18 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 423 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-35,30-26,21-18:2x4 SP 2400F 2.0E, 35-3,33-4:2x4 SPF Stud, 32-30:2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 36-34,32-3,18-17,2-34,2-36:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-8 max.): 6-8, 9-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 34-35,33-34. 2 Rows at 1/3 pts 11-24 WEBS 1 Row at midpt 7-31, 8-28, 8-27, 13-22, 15-20 REACTIONS (size)18=0-3-8, 36=0-3-8 Max Horiz 36=223 (LC 9) Max Grav 18=2439 (LC 2), 36=2543 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-110/3, 2-3=-1821/58, 3-4=-2914/73, 4-37=-3055/138, 5-37=-2996/156, 5-6=-3086/92, 6-7=-2374/98, 7-38=-3602/103, 8-38=-3601/103, 8-9=-4021/143, 9-10=-3168/130, 10-11=-3156/131, 11-12=-3044/138, 12-13=-3044/138, 13-39=-2707/138, 14-39=-2708/137, 14-40=-2755/129, 15-40=-2766/83, 15-16=-2694/47, 16-17=-2840/19, 17-18=-2336/27 BOT CHORD 1-36=0/95, 35-36=-35/107, 34-35=-93/13, 3-34=-1667/10, 33-34=-70/140, 32-33=-7/54, 4-32=-232/87, 31-32=-75/2404, 30-31=0/3147, 30-41=0/3147, 29-41=0/3147, 29-42=0/3147, 28-42=0/3147, 27-28=0/3613, 27-43=0/3106, 26-43=0/3106, 25-26=-2/135, 10-26=0/292, 24-25=-32/449, 23-24=0/135, 11-24=-1632/64, 22-23=0/453, 22-44=0/2049, 21-44=0/2049, 20-21=0/2049, 20-45=0/2110, 19-45=0/2110, 18-19=-16/123 WEBS 34-36=-196/187, 32-34=-123/1432, 3-32=0/1454, 6-31=0/1714, 7-31=-1569/92, 7-28=-33/936, 8-28=-708/72, 8-27=-2004/117, 9-27=-68/2149, 9-26=-92/371, 24-26=0/2911, 11-26=0/1076, 22-24=-23/2260, 13-24=-38/648, 13-22=-972/170, 14-22=-87/1263, 14-20=-42/450, 15-20=-203/167, 15-19=-270/69, 17-19=0/2033, 2-34=-14/1513, 2-36=-2303/67, 7-29=0/246, 5-31=-190/152, 5-32=-209/188 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) 0-0-1 to 5-7-6, Interior (1) 5-7-6 to 11-3-4, Exterior(2R) 11-3-4 to 16-10-9, Interior (1) 16-10-9 to 23-4-6, Exterior(2R) 23-4-6 to 29-2-8, Interior (1) 29-2-8 to 43-10-10, Exterior(2R) 43-10-10 to 49-6-0, Interior (1) 49-6-0 to 55-11-8 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 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)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 Panda 308 Jackson's Grant-Roof Trusses I42163565A3Piggyback Base 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:35 Page: 1 ID:2Uoiq1dkzAEhzzsRMWrxvdyuvaA-uh_wXSZ1ynLLM?w1Db4cKo1k_HosIadaBs?ZNvyusLY July 27,2020 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 =4x5 =4x6 =5x8 =8x10 =3x5 =5x10 =3x5 =3x5 =8x10 =5x10 =3x5 =4x6 =4x6 =6x8 =6x8 =3x5 =MT18HS 10x12 =5x6 =5x6 =6x10 =3x6 =8x12 =5x6 =3x5 =4x6 =5x6 =6x10 =6x8 =4x8 =4x6 =4x8 =4x6 =8x12 =3x5 =4x6 =6x10 =3x5 =4x8 =4x5 1 38 37 25 24 46 2322 47 21 20 19 18 173635272634 33 32 31 43 30 44 29 45 2823 16154 39 42145 7 406 8 13419101112 0-2-10 23-4-6 1-5-0 1-5-0 3-0-0 57-7-4 2-9-3 60-4-7 4-11-4 23-1-12 4-11-4 18-2-8 5-4-5 54-7-4 4-10-4 13-3-4 5-4-5 49-2-15 7-4-15 43-10-10 7-0-0 8-5-0 13-1-6 36-5-11 0-1-12 59-1-4 0-1-12 1-5-0 0-3-8 28-4-4 0-8-8 29-0-12 1-0-0 3-6-12 1-0-10 44-9-8 1-1-12 2-6-12 1-3-3 60-4-7 1-3-4 1-3-4 1-6-0 58-11-8 2-8-8 57-5-8 4-5-7 49-2-15 4-9-8 18-2-8 4-9-4 28-0-12 4-10-4 8-5-0 5-0-0 13-5-0 5-1-0 23-3-8 5-6-1 54-9-0 7-3-3 43-8-14 7-4-15 36-5-1111-10-10-7-20-7-30-6-00-6-00-1-150-1-150-4-22-8-142-8-140-1-152-10-138-7-111-5-140-1-1511-7-130-2-311-10-00-6-00-6-00-6-01-0-0Scale = 1:108.1 Plate Offsets (X, Y): [1:0-4-12,0-0-5], [3:0-5-0,0-4-8], [5:0-3-12,0-2-4], [6:0-2-8,0-3-0], [8:0-3-7,0-1-4], [13:0-5-8,0-3-0], [17:0-0-12,0-5-0], [19:0-2-8,0-1-8], [23:0-3-8,0-2-0], [26:0-4-4,Edge], [28:0-6-4,0-3-4], [34:0-3-8,0-4-0], [36:0-3-4,0-2-8] 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 0.34 Vert(LL)-0.31 23-24 >999 240 MT18HS 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.99 Vert(CT)-0.55 23-24 >999 180 MT20 197/144 BCLL 0.0*Rep Stress Incr YES WB 0.94 Horz(CT)0.28 18 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 464 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 37-3,35-4:2x4 SPF Stud, 36-35,27-26,25-22:2x4 SPF No.2, 34-32,10-25,32-28:2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 38-36,36-34,34-3,20-15,19-15,19-16,18-16,2- 36,2-38:2x4 SPF Stud WEDGE Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or3-4-6 oc purlins, except2-0-0 oc purlins (3-7-14 max.): 6-13, 15-16. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 36-37 2-2-0 oc bracing: 23-24,21-23. 1 Row at midpt 10-26 WEBS 1 Row at midpt 12-24, 14-23, 15-19, 7-30, 8-30, 9-29 REACTIONS (size)18=0-3-8, 38=0-3-8 Max Horiz 38=213 (LC 9) Max Grav 18=2685 (LC 2), 38=2686 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-122/8, 2-3=-1921/33, 3-4=-3153/63, 4-39=-3292/111, 5-39=-3164/133, 5-6=-3228/103, 6-7=-3090/104, 7-40=-3094/105, 8-40=-3086/107, 8-9=-3489/102, 9-10=-3547/103, 10-11=-3399/111, 11-12=-3399/111, 12-41=-3144/119, 13-41=-3145/119, 13-14=-3426/118, 14-42=-3927/43, 15-42=-4065/29, 15-16=-1642/14, 16-17=-245/10 BOT CHORD 1-38=0/111, 37-38=-37/130, 36-37=-96/13, 3-36=-1618/25, 35-36=-51/305, 34-35=-8/66, 4-34=-290/126, 33-34=-132/2627, 32-33=-132/2627, 31-32=-132/2627, 31-43=-101/2436, 30-43=-101/2436, 30-44=-97/3475, 29-44=-97/3475, 29-45=-74/3559, 28-45=-74/3559, 27-28=-1/162, 9-28=-6/557, 26-27=-43/672, 25-26=0/132, 10-26=-1718/138, 24-25=0/803, 24-46=0/2568, 23-46=0/2568, 22-23=0/3076, 22-47=0/3076, 21-47=0/3076, 20-21=0/4330, 19-20=0/4338, 18-19=0/1510, 17-18=-3/160 WEBS 36-38=-193/178, 34-36=-181/1113, 3-34=-19/1648, 5-34=-313/175, 5-31=-411/152, 6-31=-56/525, 6-30=-117/1526, 26-28=-30/3128, 10-28=-36/1159, 12-26=-94/522, 12-24=-874/216, 13-24=-141/1134, 13-23=-34/978, 14-23=-878/140, 14-21=0/787, 15-21=-1375/46, 15-20=0/170, 15-19=-3529/0, 16-19=0/2191, 16-18=-2634/27, 5-33=0/225, 2-36=-4/1530, 2-38=-2436/27, 7-30=-399/90, 8-30=-930/87, 8-29=0/516, 9-29=-242/67, 24-26=-39/2347 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) 0-0-0 to 6-0-7, Interior (1) 6-0-7 to 13-3-4, Exterior(2R) 13-3-4 to 19-3-11, Interior (1) 19-3-11 to 43-10-10, Exterior(2R) 43-10-10 to 49-11-2, Interior (1) 49-11-2 to 57-7-4, Exterior(2E) 57-7-4 to 60-4-7 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 Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163566A4Piggyback Base 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:36 Page: 1 ID:FwOhEo2FK7uXQS?qRRQJtIyuvVl-MtYIkoagj5TC_9VEnJbrt?ZxLh6?1_VjQWl6wMyusLX Continued on page 2 July 27,2020 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. 3)WARNING: This long span truss requires extreme careand experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner's authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)All plates are 3x5 MT20 unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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 Panda 308 Jackson's Grant-Roof Trusses I42163566A4Piggyback Base 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:36 Page: 2 ID:FwOhEo2FK7uXQS?qRRQJtIyuvVl-MtYIkoagj5TC_9VEnJbrt?ZxLh6?1_VjQWl6wMyusLX 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, 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 =4x5 =4x8 =4x6 =5x8 =8x10 =3x5 =5x10 =3x5 =3x5 =8x10 =5x10 =3x5 =4x6 =6x8 =4x6 =5x10 =3x5 =5x6 =3x5 =8x10 =8x10 =8x12 =3x8 =5x6 =5x10 =4x6 =5x10 =5x6 =4x8 =5x8 =8x10 =5x10 =6x12 =4x8 =5x8 =3x5 =4x5 1 36 35 24 23 22 21 20 43 19 18 17 163433262532 31 30 29 41 28 42 27 1523 4 1413 4037512 6 11393878910 1-4-15 1-4-15 1-5-0 60-4-7 3-0-0 55-7-3 3-4-4 58-11-7 4-4-5 52-7-3 4-4-5 48-2-15 4-11-9 13-5-13 7-3-7 20-9-4 7-4-15 43-10-10 7-1-5 8-6-4 15-8-6 36-5-11 0-1-12 1-4-15 0-1-12 59-1-3 1-0-0 3-6-11 1-0-0 29-0-11 1-1-12 2-6-11 1-3-3 1-3-3 1-3-4 60-4-7 1-6-14 13-7-9 2-8-8 55-5-7 3-6-0 58-11-7 3-6-7 12-0-11 4-11-9 8-6-4 7-1-11 20-9-4 7-3-3 43-8-14 7-3-7 28-0-11 7-4-15 36-5-11 9-0-2 52-8-1511-10-10-7-30-7-20-6-00-6-00-1-154-4-144-4-140-1-154-6-137-3-311-10-00-6-00-6-00-6-01-0-0Scale = 1:107.6 Plate Offsets (X, Y): [1:0-0-12,0-5-0], [3:0-5-0,0-4-8], [5:0-3-12,0-2-4], [6:0-5-8,0-3-0], [9:0-4-4,0-4-8], [11:0-3-4,0-2-12], [13:0-2-5,Edge], [14:0-6-4,0-2-12], [16:0-1-7,0-2-6], [18:0-3-8,0-2-0], [19:0-2-12,0-1-8], [24:0-3-8,Edge], [25:0-4-0,Edge], [27:0-6-8,0-6-4], [32:0-3-8,0-4-0], [34:0-3-4,0-2-8] 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 0.36 Vert(LL)-0.33 19-21 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.99 Vert(CT)-0.60 19-21 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.93 Horz(CT)0.26 17 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 444 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-35,20-16:2x4 SP 2400F 2.0E, 35-3,33-4:2x4 SPF Stud, 32-30,9-24,30-27:2x6 SPF No.2, 22-20:2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 36-34,32-3,19-13,18-14,2-34,2-36,15-18,15-1 7:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except 2-0-0 oc purlins (3-7-2 max.): 6-11, 13-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 34-35 2-2-0 oc bracing: 21-23. 1 Row at midpt 9-25 WEBS 1 Row at midpt 7-28, 8-28, 10-23, 10-21, 12-21, 13-19 REACTIONS (size)17=0-3-8, 36=0-3-8 Max Horiz 36=-210 (LC 8) Max Grav 17=2705 (LC 2), 36=2690 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-123/8, 2-3=-1926/34, 3-4=-3164/63, 4-37=-3306/114, 5-37=-3175/136, 5-6=-3228/105, 6-38=-3272/105, 7-38=-3271/105, 7-8=-3271/105, 8-9=-3579/105, 9-10=-3407/112, 10-39=-2581/125, 11-39=-2583/124, 11-12=-3413/122, 12-40=-4694/95, 13-40=-4767/76, 13-14=-3520/19, 14-15=-2678/27, 15-16=-131/0 BOT CHORD 1-36=0/112, 35-36=-36/128, 34-35=-96/13, 3-34=-1627/25, 33-34=-50/290, 32-33=-7/61, 4-32=-294/129, 31-32=-130/2627, 30-31=-130/2627, 29-30=-130/2627, 29-41=-98/2417, 28-41=-98/2417, 28-42=-81/3590, 27-42=-81/3590, 26-27=-2/125, 8-27=0/555, 25-26=-60/457, 24-25=0/138, 9-25=-1821/129, 23-24=0/764, 22-23=-26/3147, 21-22=-26/3147, 20-21=0/2911, 20-43=0/2911, 19-43=0/2911, 18-19=0/1999, 17-18=0/107, 16-17=0/109 WEBS 34-36=-189/187, 32-34=-179/1147, 3-32=-20/1653, 5-32=-303/182, 5-29=-441/157, 6-29=-48/589, 6-28=-125/1532, 7-28=-486/137, 8-28=-596/82, 25-27=-19/3425, 9-27=-42/1345, 23-25=-50/2388, 10-25=-87/532, 10-23=-14/224, 10-21=-1128/140, 11-21=-3/1859, 12-21=-740/165, 12-19=-50/1433, 13-19=-3111/92, 14-19=0/2653, 14-18=-739/0, 2-34=-5/1535, 2-36=-2440/28, 5-31=0/221, 15-18=0/2052, 15-17=-2471/66 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) 0-0-1 to 6-0-8, Interior (1) 6-0-8 to 13-5-14, Exterior(2R) 13-5-14 to 19-6-5, Interior (1) 19-6-5 to 43-10-10, Exterior(2R) 43-10-10 to 49-11-2, Interior (1) 49-11-2 to 55-7-4, Exterior(2E) 55-7-4 to 60-4-8 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)WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner's authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163567A5Piggyback Base 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:38 Page: 1 ID:gBQ5cSfI2hLh5mT0dul7g8yuvOV-q46gy8bIUOb3bJ3QK064PD65m5SBmRvtfAUgSoyusLW Continued on page 2 July 27,2020 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)This truss is designed in accordance with the 2018International 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 Panda 308 Jackson's Grant-Roof Trusses I42163567A5Piggyback Base 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:38 Page: 2 ID:gBQ5cSfI2hLh5mT0dul7g8yuvOV-q46gy8bIUOb3bJ3QK064PD65m5SBmRvtfAUgSoyusLW 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, 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 =4x5 =4x8 =3x5 =5x8 =4x6 =5x6 =4x8 =6x8 =4x6 =4x6 =5x10 =3x5 =4x6 =5x10 =3x5 =4x6 =3x5 =5x10 =4x6 =6x8 =4x6 =4x6 =8x12 =3x5 =6x10 =5x6 =5x8 =3x5 =4x5 34 1 28 27 26 25 35 24 36 23 22 37 21 20 19 39 18 17 1640 15 38 33142 3 131243229 5 113067893110 1-4-15 1-4-15 1-5-0 60-4-7 3-0-0 53-7-3 5-4-8 6-9-7 5-4-4 58-11-7 7-6-5 28-8-3 7-6-5 36-2-9 7-8-1 43-10-10 7-8-1 21-1-14 6-8-10 50-7-3 6-8-6 13-5-13 0-1-12 59-1-3 0-1-12 1-4-15 1-3-3 1-3-3 1-3-4 60-4-7 2-8-8 53-5-7 5-4-8 6-9-7 5-6-0 58-11-7 6-10-2 13-7-9 7-0-2 50-8-15 7-6-5 28-8-3 7-6-5 43-8-14 7-6-5 21-1-14 7-6-5 36-2-911-10-10-7-30-7-20-1-156-0-146-0-140-1-156-2-135-7-311-10-0Scale = 1:104.1 Plate Offsets (X, Y):[1:0-0-12,0-5-0], [5:0-5-8,0-3-0], [11:0-5-8,0-3-0], [13:0-3-12,0-2-14], [15:0-1-7,0-2-6] 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 0.40 Vert(LL)-0.27 23-24 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.81 Vert(CT)-0.48 23-24 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.56 Horz(CT)0.17 16 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 392 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 25-22:2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 2-28,14-16:2x4 SPFStud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, except 2-0-0 oc purlins (3-11-3 max.): 5-11, 12-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-24, 8-24, 8-21, 9-21, 12-20, 12-17, 4-26 REACTIONS (size)16=0-3-8, 28=0-3-8 Max Horiz 28=-210 (LC 10) Max Grav 16=2738 (LC 2), 28=2757 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-166/0, 2-3=-3018/1, 3-4=-2863/31, 4-29=-3041/57, 5-29=-3020/109, 5-30=-3058/122, 6-30=-3057/122, 6-7=-3057/122, 7-8=-3057/122, 8-9=-3235/124, 9-31=-3235/124, 10-31=-3235/124, 10-11=-3237/123, 11-32=-3412/106, 12-32=-3487/59, 12-13=-2283/69, 13-14=-3001/40, 14-33=-159/7, 15-33=-198/1 BOT CHORD 1-28=0/153, 27-28=-198/300, 27-34=-123/2248, 26-34=-123/2248, 25-26=-91/2253, 25-35=-91/2253, 24-35=-91/2253, 24-36=-79/3387, 23-36=-79/3387, 22-23=-79/3387, 22-37=-79/3387, 21-37=-79/3387, 21-38=0/2617, 20-38=0/2617, 19-20=0/3287, 19-39=0/3287, 18-39=0/3287, 17-18=0/3292, 16-17=-16/181, 16-40=-16/182, 15-40=-16/182 WEBS 5-26=-24/402, 5-24=-130/1495, 6-24=-478/142, 8-24=-644/69, 8-23=0/433, 8-21=-345/75, 9-21=-473/144, 11-21=-138/1188, 11-20=0/900, 12-20=-888/129, 12-18=0/226, 12-17=-2267/5, 13-17=0/1642, 2-27=0/2160, 2-28=-2519/67, 4-27=-349/67, 4-26=-165/175, 14-17=0/2132, 14-16=-2467/106 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) 0-0-1 to 6-0-8, Interior (1) 6-0-8 to 13-5-14, Exterior(2R) 13-5-14 to 19-6-5, Interior (1)19-6-5 to 43-10-10, Exterior(2R) 43-10-10 to 49-11-2,Interior (1) 49-11-2 to 53-7-4, Exterior(2R) 53-7-4 to59-7-11, Interior (1) 59-7-11 to 60-4-8 zone; cantileverleft and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner's authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 4x6 MT20 unless otherwise indicated. 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. Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163568A6Piggyback Base 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:39 Page: 1 ID:HnzNXxGjkZ5pYC8ZwKeJZByuvMQ-nSERNqcY00rnrdDoSR9YVeBQXuAYEQG96UznWgyusLU Continued on page 2 July 27,2020 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)This truss is designed in accordance with the 2018International 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 Panda 308 Jackson's Grant-Roof Trusses I42163568A6Piggyback Base 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:39 Page: 2 ID:HnzNXxGjkZ5pYC8ZwKeJZByuvMQ-nSERNqcY00rnrdDoSR9YVeBQXuAYEQG96UznWgyusLU 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, 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 =3x5 =5x6 =4x6 =5x6 =4x5 =6x8 =3x5 =4x6 =5x10 =2x4 =4x6 =4x8 =2x4 =4x6 =2x4 =5x8 =4x6 =6x8 =3x6 =4x6 =8x12 =2x4 =5x10 =5x6 =4x8 =2x4 =4x5 27 26 31 25 24 32 23 33 22 21 34 20 19 18 17 16 15 14 35 131 30 2 3 1211 4 10285678299 1-5-0 59-1-4 3-0-0 50-4-0 4-8-10 47-4-0 7-6-5 27-5-0 7-6-5 34-11-5 7-8-1 42-7-6 7-8-1 19-10-11 6-3-1 6-3-1 5-11-9 12-2-10 7-4-4 57-8-4 0-1-12 57-10-0 1-3-4 59-1-4 2-8-8 50-2-4 5-0-2 47-5-12 6-1-5 12-4-6 6-3-1 6-3-1 7-6-0 57-8-4 7-6-5 27-5-0 7-6-5 42-5-10 7-6-5 19-10-11 7-6-5 34-11-511-10-01-7-130-7-20-1-157-8-147-8-140-1-157-10-133-11-311-10-0Scale = 1:102.2 Plate Offsets (X, Y):[1:0-3-4,0-1-8], [4:0-5-8,0-3-0], [10:0-5-4,0-3-0], [12:0-3-8,0-2-14], [14:0-4-12,0-0-5] 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 0.55 Vert(LL)-0.27 22-23 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.81 Vert(CT)-0.48 22-23 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.55 Horz(CT)0.16 15 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 396 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 24-21:2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 27-1,13-15:2x4 SPFStud BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-0 max.): 4-10, 11-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 3-25, 5-23, 7-23, 7-20, 8-20, 11-19, 11-16 REACTIONS (size)15=0-3-8, 27=0-3-8 Max Horiz 27=-223 (LC 10) Max Grav 15=2741 (LC 2), 27=2638 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-3085/9, 2-3=-2940/38, 3-4=-3041/117, 4-28=-3069/123, 5-28=-3067/123, 5-6=-3068/123, 6-7=-3068/123, 7-8=-3245/124, 8-29=-3245/124, 9-29=-3245/124, 9-10=-3247/124, 10-11=-3463/122, 11-12=-2345/80, 12-30=-3002/51, 13-30=-3134/0, 13-14=-338/18, 1-27=-2534/19 BOT CHORD 26-27=-193/286, 26-31=-121/2298, 25-31=-121/2298, 24-25=-95/2260, 24-32=-95/2260, 23-32=-95/2260, 23-33=-86/3396, 22-33=-86/3396, 21-22=-86/3396, 21-34=-86/3396,20-34=-86/3396, 20-35=0/2622,19-35=0/2622, 18-19=0/3022, 17-18=0/3022,16-17=0/3023, 15-16=-57/336,14-15=-57/337 WEBS 3-26=-296/66, 3-25=-188/169, 4-25=-41/435, 4-23=-128/1500, 5-23=-479/141, 7-23=-642/70, 7-22=0/431, 7-20=-345/72, 8-20=-473/141, 10-20=-129/1193, 10-19=-27/944, 11-19=-755/130, 11-17=0/93, 11-16=-1886/22, 12-16=0/1619, 1-26=0/2221, 13-15=-2401/129, 13-16=0/2040 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 6-3-1, Interior (1) 6-3-1 to 12-2-10, Exterior(2R) 12-2-10 to 18-1-8, Interior (1) 18-1-8 to 42-7-6, Exterior(2E) 42-7-6 to 47-4-0, Interior (1) 47-4-0 to 50-4-0, Exterior(2R) 50-4-0 to 56-2-15, Interior (1) 56-2-15 to 59-1-4 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)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)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 Panda 308 Jackson's Grant-Roof Trusses I42163569A7Piggyback Base 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:40 Page: 1 ID:2kHFOUlFHR2hnghROFlIuWyuvFM-nSERNqcY00rnrdDoSR9YVeBOBuATEQM96UznWgyusLU July 27,2020 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 =3x5 =4x5 =5x8 =5x6 =6x10 =2x4 =4x6 =3x6 =3x8 =2x4 =3x6 =2x4 =4x8 =3x8 =MT18HS 10x12 =3x5 =4x6 =12x16 =2x4 =4x8 =MT20HS 8x12 =3x5 =3x8 =5x6 =2x4 =4x5 26 29 25 24 3123 22 21 32 20 1918 17 16 15 14 13 30 33 12 11 1 9 10 82273456287 1-5-0 51-10-4 3-0-0 41-1-0 2-8-10 38-1-0 4-0-3 50-5-4 4-11-10 4-11-10 5-4-1 46-5-1 7-6-5 20-2-0 7-6-5 27-8-5 7-8-1 35-4-6 7-8-1 12-7-11 0-1-12 50-7-0 1-3-4 51-10-4 2-8-8 40-11-4 3-0-2 38-2-12 4-0-3 50-5-4 5-1-6 5-1-6 5-5-13 46-5-1 7-6-5 20-2-0 7-6-5 35-2-10 7-6-5 12-7-11 7-6-5 27-8-511-10-07-8-50-7-20-1-159-4-149-4-140-1-159-6-132-3-311-10-0Scale = 1:91.5 Plate Offsets (X, Y):[1:0-2-0,0-1-8], [2:0-6-4,0-2-0], [8:0-10-4,0-2-0], [9:0-6-4,0-2-4], [10:0-9-11,Edge], [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 0.97 Vert(LL)-0.25 19-20 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.95 Vert(CT)-0.44 19-20 >999 180 MT18HS 197/144 BCLL 0.0*Rep Stress Incr YES WB 0.85 Horz(CT)0.12 14 n/a n/a MT20HS 148/108 BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 340 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-7:2x4 SPF 1650F 1.5E BOT CHORD 2x4 SP 2400F 2.0E *Except* 21-18,23-21:2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-15,12-15,12-14:2x4 SPF Stud WEDGE Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-10 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 2-8, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 22-24,20-22. WEBS 1 Row at midpt 2-25, 3-24, 5-24, 6-20, 9-19, 9-17, 9-16, 1-26 REACTIONS (size)14=0-3-8, 26=0-3-8 Max Horiz 26=-284 (LC 8) Max Grav 14=2379 (LC 2), 26=2350 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1277/130, 2-27=-1944/125, 3-27=-1943/125, 3-4=-1944/125, 4-5=-1944/125, 5-6=-2547/124, 6-28=-2547/124, 7-28=-2547/124, 7-8=-2548/124, 8-9=-2811/136, 9-10=-1928/100, 10-11=-2556/91, 11-12=-2351/26, 12-13=-71/7, 1-26=-2267/24 BOT CHORD 26-29=-177/242, 25-29=-177/242, 25-30=-117/986, 24-30=-117/986, 24-31=-106/2482, 23-31=-106/2482, 22-23=-106/2482, 21-22=-106/2482, 21-32=-106/2482, 20-32=-106/2482, 20-33=0/2136, 19-33=0/2136, 18-19=0/2314, 17-18=0/2314, 16-17=0/2313, 15-16=0/1762, 14-15=0/50, 13-14=0/50 WEBS 1-25=-62/1663, 2-25=-1082/140, 2-24=-116/1871, 3-24=-493/141, 5-24=-992/58, 5-22=0/432, 5-20=-41/155, 6-20=-487/139, 8-20=-128/825, 8-19=-65/934, 9-19=-652/149, 9-17=-50/7, 9-16=-1295/72, 10-16=0/1329, 11-16=-81/248, 11-15=-479/54, 12-15=0/1821, 12-14=-2190/50 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 Exterior(2E) 7-4-12 to 12-2-10, Exterior(2R) 12-2-10 to 17-4-13, Interior (1) 17-4-13 to 42-7-6, Exterior(2E) 42-7-6 to 45-4-0, Interior (1) 45-4-0 to 48-4-0, Exterior(2R) 48-4-0 to 53-8-1, Interior (1) 53-8-1 to 59-1-4 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)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)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 Panda 308 Jackson's Grant-Roof Trusses I42163570A8Piggyback Base 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:40 Page: 1 ID:2YsX5wMEG6TSOV5FuT9GSGyuvEZ-FfopaAdAmJzeSno?08gn1rkSQIUXzotJL8jK37yusLT July 27,2020 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 =3x5 =4x5 =8x10 =6x8 =4x8 =2x4 =4x6 =6x8 =6x12 =4x5 =3x5 =MT18HS 10x12 =3x5 =3x6 =5x10 =2x4 =4x8 =MT20HS 8x12 =3x5 =3x10 =3x6 =5x6 =2x4 =4x5 33 25 24 30 23 22 31 2120 32 19 181716 15 14 13 12 29 11 109 28 1 7 8326245276 0-8-10 36-1-0 1-5-0 51-10-4 3-0-0 39-1-0 4-11-0 4-11-0 5-0-3 50-5-4 7-3-6 35-4-6 7-3-6 28-1-0 7-11-0 12-10-0 7-11-10 20-9-10 6-4-1 45-5-1 0-1-12 50-7-0 1-0-2 36-2-12 1-3-4 51-10-4 2-8-8 38-11-4 5-0-3 50-5-4 5-0-12 5-0-12 6-5-13 45-5-1 7-1-10 35-2-10 7-1-10 28-1-0 7-9-4 12-10-0 8-1-6 20-11-611-10-07-8-50-7-20-1-150-1-150-2-711-0-1411-0-140-1-1511-2-130-4-1111-7-90-1-1511-9-80-0-811-10-0Scale = 1:93.8 Plate Offsets (X, Y):[1:0-2-0,0-1-8], [2:0-7-11,Edge], [6:0-6-0,0-3-7], [7:0-4-12,0-2-0], [8:0-9-11,Edge], [14:0-3-8,0-1-8], [20:0-5-8,0-3-4] 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 0.76 Vert(LL)-0.23 20-23 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.94 Vert(CT)-0.40 20-23 >999 180 MT18HS 197/144 BCLL 0.0*Rep Stress Incr YES WB 0.83 Horz(CT)0.12 13 n/a n/a MT20HS 148/108 BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 369 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 2-4,4-6:2x6 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 21-17,22-21:2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 24-3:2x4 SPF 1650F 1.5E, 11-14,11-13:2x4 SPF Stud WEDGE Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-11 max.): 2-6, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 19-20. WEBS 1 Row at midpt 4-20, 5-20, 5-19, 7-18, 7-16, 7-15, 1-25, 9-15 WEBS 2 Rows at 1/3 pts 3-24 REACTIONS (size)13=0-3-8, 25=0-3-8 Max Horiz 25=-266 (LC 8) Max Grav 13=2382 (LC 2), 25=2345 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1262/127, 2-26=-934/134, 3-26=-936/133, 3-4=-2547/118, 4-5=-2542/119, 5-27=-2557/125, 6-27=-2557/125, 6-7=-2733/130, 7-8=-1893/120, 8-28=-2429/110, 9-28=-2535/66, 9-10=-2340/33, 10-11=-2484/27, 11-12=-91/4, 1-25=-2260/24 BOT CHORD 25-29=-178/230, 24-29=-178/230, 24-30=-134/2033, 23-30=-134/2033, 22-23=-134/2033, 22-31=-134/2033, 21-31=-134/2033, 20-21=-134/2033, 20-32=-74/2556, 19-32=-74/2556, 19-33=-6/2154, 18-33=-6/2154, 17-18=-2/2178, 16-17=-2/2178, 15-16=-3/2173, 14-15=0/1854, 13-14=0/75, 12-13=0/75 WEBS 1-24=-59/1676, 2-24=0/515, 3-24=-1950/123, 3-23=0/486, 3-20=-56/881, 4-20=-444/120, 5-20=-82/33, 5-19=-444/194, 6-19=-127/799, 6-18=-23/872, 7-18=-402/119, 7-16=-330/0, 7-15=-1159/133, 8-15=0/1288, 9-15=-145/160, 9-14=-357/66, 11-14=0/1851, 11-13=-2177/62 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) 7-4-12 to 12-2-0, Exterior(2R) 12-2-0 to 17-4-4, Interior (1) 17-4-4 to 42-7-6, Exterior(2E) 42-7-6 to 43-4-0, Interior (1) 43-4-0 to 46-4-0,Exterior(2R) 46-4-0 to 51-6-4, Interior (1) 51-6-4 to59-1-4 zone; cantilever left and right exposed ; endvertical left and right exposed;C-C for members andforces & 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)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 Panda 308 Jackson's Grant-Roof Trusses I42163571A9Piggyback Base 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:41 Page: 1 ID:El7PgxJogNQENedQ0Y4n9wyuvDK-jrMBnWeoXd6V4wNBZsB0a3HhXiqtiGYSZoStbZyusLS July 27,2020 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 =3x5 =5x6 =6x8 =5x8 =5x8 =2x4 =4x6 =3x10 =MT18HS 10x12 =4x6 =MT18HS 10x12 =5x8 =2x4 =3x8 =3x6 =3x5 =3x5 =4x6 =3x8 =5x6 =3x5 =3x10 =3x6 =5x6 =2x4 =4x5 26 25 31 24 3223 22 21 20 33 19 34 18 1735 16 36 15 14 13 12 11 10 301 327 42 5 92829678 1-5-0 51-10-4 2-2-10 20-9-10 2-9-0 2-9-0 5-10-4 32-6-2 5-10-4 38-4-6 5-10-4 26-7-14 5-4-8 50-5-4 7-11-0 18-7-0 7-11-0 10-8-0 6-8-6 45-0-12 0-1-12 50-7-0 1-3-4 51-10-4 2-6-2 20-11-6 2-10-12 2-10-12 5-4-8 50-5-4 5-8-8 38-2-10 5-8-8 26-7-14 5-10-4 32-6-2 6-10-2 45-0-12 7-9-4 18-5-4 7-9-4 10-8-011-10-07-8-50-7-20-1-159-9-149-9-140-1-159-11-131-10-311-10-0Scale = 1:91.5 Plate Offsets (X, Y):[1:0-3-0,0-1-12], [2:0-5-11,Edge], [4:0-2-12,0-2-4], [5:0-10-4,0-2-0], [9:0-4-4,0-2-0], [15:0-3-8,0-1-8], [22:0-3-8,0-1-8], [25:0-4-0,0-1-8] 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 0.96 Vert(LL)-0.26 22-24 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.84 Vert(CT)-0.46 22-24 >999 180 MT18HS 197/144 BCLL 0.0*Rep Stress Incr YES WB 0.85 Horz(CT)0.12 14 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 347 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 2-4:2x4 SPF 1650F 1.5E BOT CHORD 2x4 SP 2400F 2.0E *Except* 23-21:2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 25-3,22-3:2x4 SPF 1650F 1.5E, 12-14:2x4 SPF Stud WEDGE Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-3-5 max.): 2-4, 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-22, 4-20, 6-20, 8-16,1-26, 10-16, 6-18 WEBS 2 Rows at 1/3 pts 3-25 REACTIONS (size)14=0-3-8, 26=0-3-8 Max Horiz 26=-284 (LC 8) Max Uplift 26=-15 (LC 12) Max Grav 14=2418 (LC 2), 26=2321 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-855/120, 2-27=-653/108, 3-27=-655/107, 3-4=-2849/86, 4-5=-3287/135, 5-28=-2483/121, 6-28=-2482/121, 6-7=-2355/122, 7-8=-2355/122, 8-29=-1881/123, 9-29=-1882/123, 9-30=-2432/110, 10-30=-2546/63, 10-11=-2409/29, 11-12=-2564/0, 12-13=-94/2, 1-26=-2315/9 BOT CHORD 25-26=-180/240, 25-31=-2/2117, 24-31=-2/2117, 24-32=-2/2117, 23-32=-2/2117, 22-23=-2/2117, 21-22=0/2858, 20-21=0/2858, 20-33=0/2567, 19-33=0/2567, 19-34=0/2567, 18-34=0/2567, 17-18=0/2355, 17-35=0/2355, 16-35=0/2355, 16-36=0/1912, 15-36=0/1912, 14-15=0/80, 13-14=0/80 WEBS 1-25=-62/1872, 2-25=-24/317, 3-25=-2317/89, 3-24=0/485, 3-22=-20/1156, 4-22=-698/82, 4-20=-1673/83, 5-20=-40/1927, 6-20=-344/59, 8-16=-1126/87, 9-16=0/1258, 10-16=-171/169, 10-15=-318/67,12-15=0/1899, 12-14=-2215/63, 6-19=0/355,6-18=-515/37, 8-18=0/705 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) 7-4-12 to 10-0-0, Exterior(2R) 10-0-0 to 15-2-4, Interior (1) 15-2-4 to 28-0-10, Exterior (2R) 28-0-10 to 33-2-13, Interior (1) 33-2-13 to 45-7-6, Exterior(2R) 45-7-6 to 50-9-10, Interior (1) 50-9-10 to 59-1-4 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)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 15 lb uplift at joint 26. 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 Panda 308 Jackson's Grant-Roof Trusses I42163572A10Piggyback Base 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:42 Page: 1 ID:A0198pIDezKnoy7c84TPspyuv6u-B1wZ?sfRIxEMi4yN7ZiF6Gpo56BeRiRcoSCR7?yusLR July 27,2020 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 =3x5 =5x8 =5x6 =2x4 =5x10 =4x6 =4x6 =6x8 =4x8 =6x8 =5x6 =2x4 =5x8 =4x6 =4x6 =6x8 =3x5 =4x5 =4x8 =4x6 =4x6 =2x4 =4x5 23 22 29 21 20 30 19 18 17 16 15 33 14 13 12 28 31 32 1110 9 27132442 85256267 0-9-0 0-9-0 1-5-0 51-10-4 4-2-10 20-9-10 5-6-1 50-5-4 7-11-0 8-8-0 7-11-0 16-7-0 8-9-6 29-7-0 8-9-6 38-4-6 6-6-13 44-11-3 0-1-12 50-7-0 1-3-4 51-10-4 4-6-2 20-11-6 5-6-1 50-5-4 6-8-9 44-11-3 7-9-4 16-5-4 8-7-10 29-7-0 8-7-10 38-2-10 8-8-0 8-8-011-10-07-8-50-7-20-1-158-1-148-1-140-1-158-3-133-6-311-10-0Scale = 1:91 Plate Offsets (X, Y):[4:0-4-0,0-3-12], [5:0-5-4,0-3-0], [8:0-5-4,0-3-0], [12:0-1-7,0-2-6], [14:0-3-8,0-2-0] 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 0.43 Vert(LL)-0.28 17-18 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.89 Vert(CT)-0.49 17-18 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.94 Horz(CT)0.12 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 340 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 21-19:2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-13:2x4 SPF Stud,23-3:2x4 SPF 1650F 1.5E BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-2 max.): 2-4, 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 4-18, 5-17, 6-17, 9-15 WEBS 2 Rows at 1/3 pts 3-23 REACTIONS (size)13=0-3-8, 23=0-3-8 Max Horiz 23=-281 (LC 8) Max Uplift 23=-36 (LC 8) Max Grav 13=2408 (LC 2), 23=2336 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-144/149, 2-24=-94/89, 3-24=-94/89, 3-4=-3246/68, 4-5=-3291/117, 5-25=-2516/125, 6-25=-2515/125, 6-26=-2515/125, 7-26=-2515/125, 7-8=-2517/125, 8-27=-2454/111, 9-27=-2559/66, 9-10=-2445/34,10-11=-2603/0, 11-12=-162/0, 1-23=-135/173 BOT CHORD 23-28=-9/2151, 22-28=-9/2151, 22-29=-9/2151, 21-29=-9/2151, 20-21=-9/2151, 20-30=0/3262, 19-30=0/3262, 18-19=0/3262, 18-31=0/2489, 17-31=0/2489, 17-32=0/1885, 16-32=0/1885, 15-16=0/1885, 15-33=0/1929, 14-33=0/1929,13-14=0/147, 12-13=0/148 WEBS 3-20=-25/1549, 4-20=-892/79, 4-18=-1633/83, 5-18=0/1730, 5-17=-88/275, 6-17=-585/175, 8-17=-89/1093, 8-15=-20/458, 3-22=0/509, 9-15=-175/171, 9-14=-273/63, 11-14=0/1834, 11-13=-2171/74, 2-23=-387/170, 3-23=-2919/39 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) 7-4-12 to 8-0-0, Exterior(2R) 8-0-0 to 13-2-4, Interior (1) 13-2-4 to 28-0-10, Exterior(2R) 28-0-10 to 33-2-13, Interior (1) 33-2-13 to 45-7-6, Exterior(2R) 45-7-6 to 50-9-10, Interior (1) 50-9-10 to 59-1-4 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 23. 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 Panda 308 Jackson's Grant-Roof Trusses I42163573A11Piggyback Base 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:43 Page: 1 ID:mzOtfQggLUEO0j?ZT5WgcLyuv6P-fETyCCf33EMDJEXahHDUfUM6BWXDA8Ll16x_fSyusLQ July 27,2020 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 =3x5 =5x8 =6x8 =4x8 =4x8 =12x16 =MT20HS 3x12 =MT20HS 3x12 =MT18HS 10x12 =5x6 =3x5 =3x5 =3x6 =2x4 =5x8 =3x6 =5x8 =3x5 =3x5 =4x8 =3x6 =4x6 =3x5 23 28 22 29 21 20 30 19 18 31 17 32 16 15 14 33 13 12 11 10 1 2 3 92427 842526567 5-10-4 32-6-2 5-10-4 26-7-14 5-10-4 38-4-6 7-1-12 14-7-0 7-5-4 7-5-4 5-11-9 44-3-15 6-2-10 20-9-10 6-3-1 50-7-0 5-8-8 26-7-14 5-8-8 38-2-10 5-10-4 32-6-2 6-1-5 44-3-15 6-3-1 50-7-0 6-6-2 20-11-6 7-0-0 14-5-4 7-5-4 7-5-411-10-06-5-141-7-130-1-156-5-146-5-140-1-156-7-135-2-311-10-0Scale = 1:89.1 Plate Offsets (X, Y):[2:0-3-8,0-2-0], [3:0-2-7,0-3-8], [4:0-10-4,0-2-0], [8:0-6-4,0-2-0], [11:0-2-12,0-1-8], [13:0-3-8,0-2-0], [21:0-3-8,0-2-0], [22:0-3-8,0-3-0] 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 0.81 Vert(LL)-0.31 18-21 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.75 Vert(CT)-0.55 18-21 >999 180 MT18HS 197/144 BCLL 0.0*Rep Stress Incr YES WB 0.76 Horz(CT)0.13 12 n/a n/a MT20HS 148/108 BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 303 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 1-3,3-4:2x4 SPF 1650F 1.5E BOT CHORD 2x4 SP 2400F 2.0E *Except* 19-15,20-19:2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 12-11:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-8 max.): 1-3, 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 1-23, 2-22, 3-18, 9-14, 5-17, 5-16, 7-16 REACTIONS (size)12= Mechanical, 23=0-3-8 Max Horiz 23=-268 (LC 8) Max Uplift 23=-8 (LC 12) Max Grav 12=2286 (LC 2), 23=2313 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=-2169/42, 1-2=-2392/51, 2-3=-3807/48, 3-24=-3304/66, 4-24=-3205/105, 4-25=-2543/127, 5-25=-2542/127, 5-6=-2337/129, 6-7=-2337/129, 7-26=-2337/128, 8-26=-2338/128, 8-27=-2423/123, 9-27=-2529/81,9-10=-2437/37, 10-11=-2613/10,11-12=-2186/23 BOT CHORD 23-28=-189/230, 22-28=-189/230, 22-29=-17/2392, 21-29=-17/2392, 20-21=0/3828, 20-30=0/3828, 19-30=0/3828, 18-19=0/3828, 18-31=0/2467, 17-31=0/2467, 17-32=0/2543, 16-32=0/2543, 15-16=0/1863, 14-15=0/1863, 14-33=0/1940, 13-33=0/1940, 12-13=-30/103 WEBS 1-22=0/3110, 2-22=-1697/99, 2-21=-19/1887, 3-21=-987/92, 3-18=-1938/77, 4-18=0/1616, 8-14=-49/419, 9-14=-222/163, 9-13=-256/70, 11-13=0/1887, 5-17=-190/206, 4-17=-110/344, 5-16=-501/39, 7-16=-369/110, 8-16=-84/1103 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 5-2-7, Interior (1) 5-2-7 to 20-9-10, Exterior(2R) 20-9-10 to 25-10-5, Interior (1)25-10-5 to 38-4-6, Exterior(2R) 38-4-6 to 43-5-2, Interior(1) 43-5-2 to 50-5-4 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 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 23. 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 Panda 308 Jackson's Grant-Roof Trusses I42163574A12Piggyback Base 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:44 Page: 1 ID:nt5sd66JJ2EVo0bRxa9axRyuv4Y-7Q1KQXghqYU4xO6mF_kjChvBsvvcveHvGmhXCuyusLP July 27,2020 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 =3x5 =5x10 =6x8 =5x8 =MT18HS 10x12 =8x10 =MT18HS 3x10 =5x6 =4x6 =5x8 =8x10 =2x4 =4x8 =MT18HS 10x12 =5x8 =3x6 =8x10 =3x5 =3x5 =4x8 =3x6 =4x6 =3x528 23 22 21 20 2919 18 30 17 31 16 15 14 32 13 12 11 1 2 3 10 924274 6255 7 26 8 0-5-10 32-3-2 3-10-8 16-5-8 3-10-8 20-4-0 5-8-12 26-0-12 5-8-12 31-9-8 6-1-5 38-4-6 6-1-12 12-7-0 6-5-4 6-5-4 5-11-9 44-3-15 6-3-1 50-7-0 5-9-13 44-3-15 5-10-8 26-0-12 6-3-1 50-7-0 6-3-8 12-8-12 6-5-4 6-5-4 7-5-8 20-2-4 12-5-6 38-6-211-10-04-9-141-7-130-1-150-1-150-6-104-9-144-9-140-1-154-11-136-3-911-3-60-1-1511-5-50-4-1111-10-0Scale = 1:89.6 Plate Offsets (X, Y):[2:0-3-8,0-2-8], [3:0-2-5,Edge], [4:0-0-12,0-2-8], [5:0-5-0,0-3-0], [7:0-4-3,0-2-5], [8:0-6-8,0-1-8], [11:0-2-12,0-1-8], [13:0-3-8,0-2-0], [22:0-3-8,0-3-0] 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 0.72 Vert(LL)-0.45 18-21 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.81 Vert(CT)-0.80 18-21 >759 180 MT18HS 197/144 BCLL 0.0*Rep Stress Incr YES WB 1.00 Horz(CT)0.13 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 332 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 *Except* 1-3:2x4 SPF 1650F 1.5E, 7-8:2x10 SP 2400F 2.0E, 8-10,10-11:2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except*19-15,20-19:2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 23-1,2-22,21-3,12-11:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-7-12 max.): 1-3, 5-8, 7-16. Except: 1 Row at midpt 7-16 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-23, 3-21, 6-18, 9-14, 4-18, 6-16 REACTIONS (size)12= Mechanical, 23=0-3-8 Max Horiz 23=-238 (LC 8) Max Grav 12=2285 (LC 2), 23=2248 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=-2148/30, 1-2=-2823/30, 2-3=-4772/14, 3-24=-6078/56, 4-24=-5979/73, 4-5=-3413/122, 5-25=-2567/122, 6-25=-2568/121, 6-7=-2467/119, 7-26=-2466/122, 8-26=-2458/125, 8-27=-2432/121, 9-27=-2536/80, 9-10=-2433/37, 10-11=-2609/11, 11-12=-2182/23, 7-16=-407/110 BOT CHORD 22-23=-199/210, 21-22=-7/2823, 21-28=0/3250, 20-28=0/3250, 20-29=0/3250, 19-29=0/3250, 18-19=0/3250, 18-30=0/2687, 17-30=0/2687, 17-31=0/2687, 16-31=0/2687, 15-16=0/1879, 14-15=0/1879, 14-32=0/1937, 13-32=0/1937, 12-13=-30/105 WEBS 1-22=0/3449, 2-22=-1783/77, 2-21=0/2403, 3-21=-4057/82, 5-18=-16/1904, 6-18=-287/117, 6-17=0/311, 8-14=-46/409, 9-14=-198/161, 9-13=-262/66, 11-13=0/1882, 4-18=-1522/120, 4-21=-9/3217, 8-16=-80/1225, 6-16=-521/42 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 5-2-7, Interior (1) 5-2-7 to 20-4-0, Exterior(2R) 20-4-0 to 25-4-11, Interior (1)25-4-11 to 38-4-6, Exterior(2R) 38-4-6 to 43-5-2, Interior(1) 43-5-2 to 50-5-4 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 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)Refer to girder(s) for truss to truss connections. 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 Panda 308 Jackson's Grant-Roof Trusses I42163575A13Piggyback Base 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:44 Page: 1 ID:rIYOvsi2n6PYAYrsINX3Qmyuv3n-7Q1KQXghqYU4xO6mF_kjChvCHvubvaevGmhXCuyusLP July 27,2020 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 =3x5 =5x10 =6x12 =2x4 =2x4 =8x10 =5x8 =4x5 =5x8 WB =5x8 =8x10 =4x8 =3x8 =2x4 =3x5 =MT18HS 10x12 =MT18HS 10x12 =6x8 =3x6 =5x8 =3x5 =3x5 =4x8 =3x6 =4x6 =MT18HS 3x10 NAILEDNAILEDNAILEDNAILED NAILED NAILED NAILEDNAILED 22 21 20 19 38 18 17 16 15 39 14 1326 35 36 25 37 24 23 12 1 27 28 2 29 3 1130 4 10 34 6 7315 983233 2-5-10 32-3-2 3-10-8 14-5-8 3-10-8 18-4-0 5-3-8 5-3-8 5-3-8 10-7-0 5-8-12 24-0-12 5-8-12 29-9-8 6-1-5 38-4-6 6-1-5 44-5-11 6-1-5 50-7-0 2-9-2 32-4-14 3-8-12 18-2-4 4-0-4 14-5-8 5-1-12 10-5-4 5-3-8 5-3-8 5-7-0 29-7-12 5-9-13 38-2-10 5-10-8 24-0-12 6-1-5 50-7-0 6-3-1 44-5-1111-10-03-3-131-7-130-1-153-3-133-3-136-3-99-7-60-1-159-9-52-0-1111-10-0Scale = 1:91.5 Plate Offsets (X, Y): [3:0-5-12,0-4-4], [4:0-0-12,0-1-12], [5:0-7-11,Edge], [7:0-4-8,0-3-4], [8:0-10-4,0-2-0], [9:0-6-4,0-2-0], [12:0-2-12,0-1-8], [14:0-3-8,0-2-0], [23:0-3-8,0-2-8], [25:0-5-8,0-3-0] 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 0.87 Vert(LL)-0.43 19-21 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.76 Vert(CT)-0.78 19-21 >777 180 MT18HS 197/144 BCLL 0.0*Rep Stress Incr NO WB 1.00 Horz(CT)0.16 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 321 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 1-3:2x6 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E *Except* 26-22:2x6 SP 2400F 2.0E, 16-13:2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except*26-1,2-25,24-3,23-3,13-12:2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-10-14 max.): 1-3, 5-7, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-25, 3-23, 4-21, 6-21, 6-18, 10-15 WEBS 2 Rows at 1/3 pts 7-17 REACTIONS (size)13= Mechanical, 26=0-3-8 Max Horiz 26=-239 (LC 8) Max Uplift 26=-247 (LC 12) Max Grav 13=2257 (LC 2), 26=2209 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-26=-2111/265, 1-27=-3611/310, 27-28=-3611/310, 2-28=-3611/310, 2-29=-3611/310, 3-29=-3611/310, 3-30=-4888/233, 4-30=-4814/250, 4-5=-3713/238, 5-31=-2794/213, 6-31=-2796/212, 6-7=-2969/157, 7-8=-3058/203, 8-32=-2293/172, 32-33=-2293/172, 9-33=-2293/172, 9-34=-2384/161, 10-34=-2491/119, 10-11=-2398/76, 11-12=-2570/49, 12-13=-2161/49 BOT CHORD 26-35=-203/230, 35-36=-203/230, 25-36=-203/230, 25-37=-405/6338, 24-37=-405/6338, 23-24=-408/6331, 22-23=-198/3715, 21-22=-199/3717, 20-21=-62/3088, 19-20=-62/3088, 19-38=-62/3088, 18-38=-62/3088, 17-18=-12/2964, 16-17=0/1833, 15-16=0/1833, 15-39=0/1909, 14-39=0/1909, 13-14=-26/94 WEBS 1-25=-361/4085, 2-25=-357/243, 3-25=-3105/68, 3-24=0/164, 3-23=-3258/260, 4-23=-114/2075, 4-21=-1729/210, 5-21=-74/2119, 7-18=-35/356, 7-17=-2571/205, 8-17=-70/1772, 9-15=-45/416, 6-21=-551/107, 6-19=0/359, 6-18=-281/96, 9-17=-90/1055, 12-14=0/1867, 10-15=-208/166, 10-14=-264/75 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) 0-1-12 to 5-3-8, Interior (1) 5-3-8 to 18-4-0, Exterior(2R) 18-4-0 to 23-4-11, Interior (1) 23-4-11 to 32-3-2, Exterior(2R) 32-3-2 to 37-3-13, Interior (1) 37-3-13 to 38-4-6, Exterior(2R) 38-4-6 to 43-5-2, Interior (1) 43-5-2 to 50-5-4 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)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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 247 lb uplift at joint 26. 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. 12)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163576A14Piggyback Base Girder 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:45 Page: 1 ID:_S_Getig6Chmz7tuXiu4i9yuuvS-bcbidthJbscxZYhyoiFykvRLkJEbe1o2UQQ5kKyusLO Continued on page 2 July 27,2020 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. Uniform Loads (lb/ft) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 7-8=-60, 8-9=-60, 9-12=-60, 13-26=-20 Concentrated Loads (lb) Vert: 25=1 (B), 35=1 (B), 36=1 (B), 37=1 (B) Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163576A14Piggyback Base Girder 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:45 Page: 2 ID:_S_Getig6Chmz7tuXiu4i9yuuvS-bcbidthJbscxZYhyoiFykvRLkJEbe1o2UQQ5kKyusLO 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, 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 712 =4x5 =3x5 =4x5 =3x5 =3x5 =6x8 =8x10 =4x8 =4x6 =4x6 =6x8 =6x8 =4x5 =6x8 =4x5 =4x6 =5x6 =4x8 =4x5 =6x8 =3x5 =3x5 =4x5 =5x8 =4x6 =2x4 =4x8 =3x6 =3x8 =5x6 =4x5 =3x5 =4x5 =3x5 =4x6 =5x6 =3x5 NAILEDNAILED NAILEDNAILEDNAILED NAILEDNAILEDNAILEDNAILED NAILED 1 37 36 27 26 53 25 24 54 23 22 21 2035 46 47 48 3449 50 3332 31 30 29 51 52 28 2 193 4 38 6394241405 18 7 17 4543 8 16 9 15101112134414 1-5-0 1-5-0 1-10-4 3-3-4 2-10-3 26-2-9 3-1-3 15-3-13 4-5-11 7-8-15 4-5-11 12-2-9 4-0-4 19-4-1 4-11-5 38-11-6 4-11-5 43-10-10 3-11-11 51-10-1 4-3-3 56-1-4 3-11-11 47-10-6 4-0-4 23-4-6 7-9-8 34-0-1 0-1-12 1-5-0 1-1-12 2-6-12 1-3-4 1-3-4 3-1-3 15-2-1 3-11-11 51-10-1 4-1-7 47-10-6 4-2-0 19-4-1 4-2-0 23-6-2 4-3-3 56-1-4 4-3-15 12-0-13 4-9-9 43-8-14 4-11-5 38-11-6 4-11-5 34-0-1 5-2-3 7-8-15 5-6-10 29-0-1211-10-00-7-21-7-130-6-00-3-80-3-83-0-53-3-131-9-115-1-96-8-711-10-0Scale = 1:97.6 Plate Offsets (X, Y):[1:0-4-12,0-0-5], [4:0-8-0,0-3-12], [9:0-3-0,0-2-12], [15:0-3-0,0-2-12], [28:0-2-12,0-2-8], [34:0-3-8,0-2-0], [35:0-2-12,0-3-12] 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 0.29 Vert(LL)-0.28 30-31 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.93 Vert(CT)-0.51 30-31 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.91 Horz(CT)0.14 20 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 839 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 36-3:2x4 SPF Stud, 35-32,32-28:2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except*37-35,35-4,34-4,5-34,33-5,33-6,31-6,31-7,26-28,17-21,20-19,21-19,2-35,2-37:2x4 SPFStud BRACING TOP CHORD Structural wood sheathing directly applied or5-10-4 oc purlins, except end verticals, and2-0-0 oc purlins (5-2-5 max.): 4-6, 9-15. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-37,36-37,35-36. 1 Row at midpt 11-28 REACTIONS (size)20=0-3-8, 37=0-3-8 Max Horiz 37=223 (LC 9) Max Uplift 37=-198 (LC 12) Max Grav 20=2403 (LC 2), 37=2496 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-51/25, 2-3=-1906/219, 3-4=-1961/227, 4-38=-5616/445, 38-39=-5615/444, 5-39=-5615/444, 5-40=-8491/445, 40-41=-8491/445, 41-42=-8491/445, 6-42=-8491/445, 6-7=-6998/301, 7-43=-5068/203, 8-43=-5003/221, 8-9=-3849/219, 9-10=-2954/200, 10-11=-3025/184, 11-12=-3020/184, 12-13=-2791/177, 13-44=-2791/177, 14-44=-2791/177, 14-15=-2030/165, 15-16=-2664/174, 16-45=-2687/117, 17-45=-2762/89, 17-18=-2503/57, 18-19=-2599/39, 19-20=-2329/37 BOT CHORD 1-37=-11/46, 36-37=-50/27, 35-36=-73/19, 3-35=-48/21, 35-46=-355/2010, 46-47=-355/2010, 47-48=-355/2010, 34-48=-355/2010, 34-49=-469/5635, 49-50=-469/5635, 33-50=-469/5635, 32-33=-443/8591, 31-32=-443/8591, 30-31=-225/5994, 29-30=-111/3861, 29-51=-83/2981, 51-52=-83/2981, 28-52=-83/2981, 27-28=0/93, 11-28=-278/66, 26-27=-15/444, 26-53=-16/2502, 25-53=-16/2502, 24-25=-16/2502, 24-54=-16/2502, 23-54=-16/2502, 22-23=0/2069, 21-22=-7/1943, 20-21=-10/77 WEBS 35-37=-202/209, 4-35=-1063/161, 4-34=-275/4241, 5-34=-1721/196, 5-33=-1/3277, 6-33=-1608/42, 6-31=-3214/274, 7-31=-128/2218, 7-30=-3052/208, 8-30=-103/2256, 8-29=-1947/214, 9-29=-84/2124, 10-29=-330/207, 10-28=-135/292, 26-28=-31/2365, 12-28=-61/609, 12-26=-821/136, 14-26=-76/773, 14-25=0/288, 14-23=-1274/116, 15-23=-49/1422, 16-23=-224/156, 16-22=-96/92, 17-22=-59/241, 17-21=-470/52, 19-21=0/1961, 2-35=-162/1793, 2-37=-2351/257 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at0-9-0 oc, 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) 0-0-0 to 3-3-4, Exterior(2R) 3-3-4 to 8-10-9, Interior (1) 8-10-9 to 23-4-6, Exterior(2R) 23-4-6 to 29-2-8, Interior (1) 29-2-8 to 43-10-10, Exterior (2R) 43-10-10 to 49-6-0, Interior (1) 49-6-0 to 55-11-8 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)All plates are 3x5 MT20 unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163577AGPiggyback Base Girder 1 220070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:47 Page: 1 ID:f7Lx?2uWG?v?61nXiZ8q8dyuutx-4p94rDixM9koAiF9MPnBH6_fdjXHNVRBj4AeGmyusLN Continued on page 2 July 27,2020 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)* 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, with BCDL = 10.0psf. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 198 lb uplift at joint 37. 10)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)"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: 1-4=-60, 4-6=-60, 6-7=-60, 7-9=-60, 9-15=-60, 15-19=-60, 1-36=-20, 28-35=-20, 20-27=-20 Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163577AGPiggyback Base Girder 1 220070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:47 Page: 2 ID:f7Lx?2uWG?v?61nXiZ8q8dyuutx-4p94rDixM9koAiF9MPnBH6_fdjXHNVRBj4AeGmyusLN 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, 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. 712 1012 =4x8 =3x6 =5x8 =6x12 =3x5 =4x5 =3x5 =5x6 =4x6 =MT20HS 8x12 =4x8 =3x8 =2x4 =5x10 =3x5 =3x5 =3x6 =5x8 =3x8 =3x5 =3x5 =4x6 =6x8 =MT20HS 8x12=6x8 =3x5 =4x5 =3x10 =2x4 =4x5 1 30 29 22 21 33 20 19 34 1835 36 17 16 152726252432 2328 2 14 3 4 1331 6 7 8 9 105 11 12 1-1-14 38-11-3 1-6-11 1-6-11 1-5-0 49-10-5 4-8-8 16-10-1 4-1-2 48-5-5 5-4-14 32-4-6 5-4-14 37-9-4 4-3-15 12-1-9 5-5-0 44-4-3 6-2-15 7-9-10 10-1-6 26-11-7 0-1-12 48-7-1 0-2-12 1-6-11 1-3-4 49-10-5 1-3-14 1-3-14 1-5-15 33-10-5 1-10-11 9-6-9 2-8-12 12-3-5 2-8-13 7-7-14 3-4-6 4-11-1 3-9-3 37-7-8 4-6-12 16-10-1 4-8-8 21-6-9 5-4-0 48-5-5 5-4-14 32-4-6 5-4-14 26-11-7 5-5-12 43-1-59-8-70-6-150-7-21-0-00-1-155-1-95-1-93-5-58-6-140-1-158-8-130-11-99-8-7Scale = 1:88.3 Plate Offsets (X, Y):[1:0-3-8,Edge], [5:0-9-11,Edge], [11:0-3-8,0-2-7], [13:0-1-0,0-1-8], [16:0-3-8,0-1-8], [18:0-1-8,0-1-12], [21:0-3-8,0-2-8], [23:0-3-8,0-3-4], [28:0-7-4,0-3-0] 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 0.45 Vert(LL)-0.31 23-24 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.85 Vert(CT)-0.57 23-24 >992 180 MT20HS 148/108 BCLL 0.0*Rep Stress Incr YES WB 0.75 Horz(CT)0.25 16 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 291 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 29-3:2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 30-28,27-3,27-4,2-30,13-17,14-16:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins, except 2-0-0 oc purlins (3-0-1 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-25, 10-18, 11-18,12-17, 13-16, 9-21, 9-20 REACTIONS (size)16=0-3-8, 30=0-5-8 Max Horiz 30=172 (LC 9) Max Uplift 16=-5 (LC 12), 30=-94 (LC 12) Max Grav 16=2214 (LC 2), 30=2187 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-48/13, 2-3=-3494/223, 3-4=-3413/211, 4-5=-3037/219, 5-6=-2338/209, 6-7=-3296/230, 7-8=-3287/230, 8-9=-3287/230, 9-10=-2711/175, 10-11=-2103/125, 11-12=-2765/188, 12-31=-2260/147, 13-31=-2275/105, 13-14=-200/83, 14-15=-93/6 BOT CHORD 1-30=0/46, 29-30=-7/112, 28-29=0/48, 3-28=-53/75, 27-28=-241/3017, 26-27=-181/2925, 25-26=-181/2925, 24-25=-104/2958, 24-32=-104/2958, 23-32=-104/2958, 22-23=0/98, 7-23=-303/84, 21-22=-2/132, 21-33=-81/2965, 20-33=-81/2965, 19-20=-53/2711, 19-34=-53/2711, 18-34=-53/2711, 18-35=0/1712, 35-36=0/1712, 17-36=0/1712, 16-17=0/1615, 15-16=0/87 WEBS 28-30=-191/161, 3-27=-182/74, 4-27=0/208, 4-25=-849/126, 5-25=-56/1682, 6-25=-1171/108, 6-23=-74/610, 9-23=-48/565, 10-18=-1169/95, 11-18=-1834/161, 12-18=-179/3051, 12-17=-189/93, 2-30=-2007/163, 2-28=-137/2928, 13-17=-6/356, 13-16=-2381/18, 14-16=-226/101, 6-24=0/247, 9-21=-374/84, 21-23=-80/2884, 9-20=-498/51, 10-20=0/645 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) 0-0-0 to 4-9-5, Interior (1) 4-9-5 to 12-1-9, Exterior(2R) 12-1-9 to 16-10-1, Interior (1) 16-10-1 to 38-11-3, Exterior(2R) 38-11-3 to 43-11-0, Interior (1) 43-11-0 to 49-10-5 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 94 lb uplift at joint 30 and 5 lb uplift at joint 16. 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 Panda 308 Jackson's Grant-Roof Trusses I42163578BRoof Special 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:48 Page: 1 ID:4H4LMOxDz7MHYdsaMW5YGZyuukq-0BHqFvjBun_VQ?PXUqpfMX3yVXEvrSVUAOflLfyusLL July 27,2020 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. 712 1012 =4x8 =3x6 =5x8 =6x12 =3x5 =4x5 =3x5 =5x6 =4x6 =4x8 =6x8 =4x5 =3x5 =5x10 =5x8 =3x8 =3x6 =3x5 =3x5 =3x6 =3x8 =MT20HS 8x12 =3x5 =3x8 =4x6 =3x5 =4x5 1 27 26 20 19 33 18 17 34 16 15 14 1324232232 21252 12 3 31411 6 29 7 8 30 928 105 1-6-0 1-6-0 1-5-0 49-10-5 5-6-3 32-6-14 5-6-3 38-1-1 4-6-3 48-5-5 6-3-10 7-9-10 5-10-1 43-11-2 6-3-15 14-1-9 12-11-3 27-0-12 0-1-12 48-7-1 0-2-12 1-6-0 1-3-4 49-10-5 1-3-4 1-3-4 1-3-7 33-10-5 1-10-11 9-6-9 2-8-13 7-7-14 3-5-1 4-11-1 4-1-0 37-11-5 4-5-4 13-11-13 4-6-3 48-5-5 5-6-3 32-6-14 5-6-3 27-0-12 5-11-13 43-11-2 7-6-12 21-6-910-4-130-6-150-7-21-0-00-1-155-1-95-1-95-1-510-2-140-1-1510-4-13Scale = 1:87.7 Plate Offsets (X, Y):[1:0-3-8,Edge], [5:0-5-11,Edge], [10:0-9-11,Edge], [15:0-3-8,0-1-8], [19:0-3-8,0-2-8], [21:0-7-0,0-3-0], [25:0-7-8,0-3-0] 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 0.91 Vert(LL)-0.33 21-22 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.79 Vert(CT)-0.58 21-22 >964 180 MT20HS 148/108 BCLL 0.0*Rep Stress Incr YES WB 0.92 Horz(CT)0.22 14 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 280 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-5:2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 *Except* 26-3:2x4 SPF Stud, 23-21:2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 27-25,24-3,24-4,2-27,11-15,12-15,12-14:2x4 SPF Stud WEDGE Left: 2x4 SPF StudRight: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:6-0-0 oc bracing: 19-20. WEBS 1 Row at midpt 6-22, 9-16, 7-19, 7-18 REACTIONS (size)14=0-3-8, 27=0-5-8 Max Horiz 27=-184 (LC 10) Max Uplift 14=-24 (LC 13), 27=-39 (LC 12) Max Grav 14=2203 (LC 2), 27=2199 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-60/7, 2-3=-3580/126, 3-4=-3477/110, 4-5=-2929/114, 5-28=-2167/145, 6-28=-2167/144, 6-29=-2741/109, 7-29=-2741/109, 7-8=-2253/113, 8-30=-2253/113, 9-30=-2253/113, 9-10=-1728/135, 10-11=-2311/117,11-31=-2095/59, 12-31=-2226/39,12-13=-55/12 BOT CHORD 1-27=0/58, 26-27=-3/117, 25-26=0/49, 3-25=-34/78, 24-25=-160/3086, 23-24=-107/2988, 22-23=-107/2988, 22-32=-77/2753, 21-32=-77/2753, 20-21=0/98, 6-21=-1/367, 19-20=-20/76, 19-33=-47/2491, 18-33=-47/2491, 17-18=-19/2253, 17-34=-19/2253, 16-34=-19/2253, 15-16=0/1661, 14-15=0/43, 13-14=0/43 WEBS 25-27=-197/174, 3-24=-179/65, 4-24=0/214, 4-22=-994/148, 5-22=0/1473, 6-22=-972/138, 7-21=-78/515, 9-16=-1153/108, 10-16=0/1159, 7-19=-293/76, 19-21=-27/2500, 7-18=-528/64, 9-18=0/696, 2-27=-2019/113, 2-25=-53/2984, 11-16=-119/157, 11-15=-372/52, 12-15=0/1698, 12-14=-2030/66 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) 0-0-0 to 4-9-5, Interior (1) 4-9-5 to 14-1-9, Exterior(2R) 14-1-9 to 21-2-3, Interior (1) 21-2-3 to 38-1-1, Exterior(2R) 38-1-1 to 45-1-11, Interior (1) 45-1-11 to 49-10-5 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 39 lb uplift at joint 27 and 24 lb uplift at joint 14. 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 Panda 308 Jackson's Grant-Roof Trusses I42163579B1Hip1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:49 Page: 1 ID:k7sj07V38G9l4hNQ3AwK8Gyuuk6-UNrDTFkqf46M29_j1XKuvlc01wbCas8eP2OIt5yusLK July 27,2020 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. 712 1012 =4x8 =3x6 =5x8 =6x12 =3x5 =4x5 =5x8 =5x6 =4x6 =3x10 =4x8 =5x8 =4x5 =3x5 =6x10 =3x6 =4x8 =3x8 =4x6 =5x6 =3x8 =3x5 =4x8 =3x6 =4x6 =3x5 =4x5 1 27 26 20 19 18 17 34 16 15 142423223132 25 33 21 2 13 12 3 304 28 11 5 7 29 8 96 10 1-7-7 1-7-7 1-3-4 49-10-5 4-2-0 11-11-9 4-2-0 16-1-9 7-3-4 36-1-1 6-2-2 7-9-10 5-7-15 48-7-1 6-10-1 42-11-2 12-8-4 28-9-13 0-2-12 1-7-7 1-3-4 49-10-5 1-4-11 1-4-11 1-10-11 9-6-9 2-4-8 36-2-13 2-8-13 7-7-14 3-3-10 4-11-1 5-0-8 33-10-5 5-7-15 48-7-1 5-6-12 21-6-9 6-5-4 15-11-13 6-8-5 42-11-2 7-3-4 28-9-1312-0-130-6-150-7-21-0-00-1-155-1-95-1-96-9-511-10-140-1-1512-0-13Scale = 1:88 Plate Offsets (X, Y):[1:0-3-8,Edge], [4:0-2-12,0-3-4], [6:0-4-0,0-1-4], [10:0-3-0,0-2-1], [16:0-3-8,0-2-0], [19:0-3-8,0-2-0], [21:0-7-4,0-4-0], [25:0-7-4,0-3-0] 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 0.87 Vert(LL)-0.30 22-24 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.85 Vert(CT)-0.54 22-24 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.78 Horz(CT)0.21 15 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 286 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 26-3:2x4 SPF Stud, 25-23,23-21:2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except*27-25,24-3,24-4,2-27,13-15:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-5-2 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-22, 7-22, 9-19, 9-17,11-17 REACTIONS (size)15=0-3-8, 27=0-5-8 Max Horiz 27=214 (LC 11) Max Uplift 15=-20 (LC 13), 27=-34 (LC 12) Max Grav 15=2216 (LC 2), 27=2243 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-51/30, 2-3=-3506/132, 3-4=-3524/92, 4-28=-4007/182, 5-28=-3967/205, 5-6=-2695/156, 6-7=-2012/151, 7-29=-2347/129, 8-29=-2347/129, 8-9=-2347/129, 9-10=-1681/152, 10-11=-2309/127, 11-30=-2244/60, 12-30=-2325/35, 12-13=-2407/21, 13-14=-123/0 BOT CHORD 1-27=0/46, 26-27=0/139, 25-26=0/47, 3-25=-166/61, 24-25=-193/3110, 23-24=-65/2341, 23-31=-65/2341, 31-32=-65/2341, 22-32=-65/2341, 22-33=-41/2347, 21-33=-39/2353, 20-21=0/128, 7-21=-10/345, 19-20=0/100, 18-19=-3/2132, 17-18=-3/2132, 17-34=0/1786, 16-34=0/1786, 15-16=-4/112, 14-15=-4/112 WEBS 25-27=-257/192, 3-24=-127/110, 4-24=-954/131, 5-24=-120/1462, 5-22=-720/177, 6-22=-22/1469, 7-22=-788/130, 19-21=-16/2059, 9-21=-88/431, 9-19=-141/136, 9-17=-905/112, 10-17=0/1084, 2-27=-2054/114, 2-25=-63/2958, 11-17=-230/154, 11-16=-234/58, 13-16=0/1725, 13-15=-2003/85 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) 0-0-0 to 4-9-5, Interior (1) 4-9-5 to 16-1-9, Exterior(2R) 16-1-9 to 23-2-3, Interior (1) 23-2-3 to 36-1-1, Exterior(2R) 36-1-1 to 42-11-2, Interior (1) 42-11-2 to 49-10-5 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 34 lb uplift at joint 27 and 20 lb uplift at joint 15. 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 Panda 308 Jackson's Grant-Roof Trusses I42163580B2Hip1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:50 Page: 1 ID:lUVssBXN7NshmlNmXWxG4Byuuin-yaObgblSQOEDfJZwbFr7Ry9CYKwQJLWnei8sPYyusLJ July 27,2020 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. 712 1012 =4x8 =3x6 =5x8 =6x10 =3x5 =4x5 =5x8 =6x8 =4x6 =3x8 =5x8 =3x5 =6x8 =3x5 =3x5 =3x6 =3x5 =5x10 =3x6 =MT18HS 10x12 =3x5 =3x5 =3x8 =3x6 =4x6 =3x5 =4x5 36 1 27 26 20 19 35 18 17 16 15 1424232234 21 32 33 25 2 13 123 4 11 28 31 5 1063029789 1-5-0 49-10-5 1-11-1 1-11-1 4-0-4 11-9-14 4-0-4 15-10-3 5-10-9 7-9-10 5-4-8 48-5-5 7-4-15 36-4-7 6-8-6 43-0-13 13-1-6 28-11-8 0-1-12 48-7-1 0-2-13 1-11-1 1-3-4 49-10-5 1-8-4 1-8-4 1-10-11 9-6-9 2-4-6 36-2-11 2-8-13 7-7-14 3-0-0 4-11-1 4-10-13 33-10-5 5-4-8 48-5-5 5-6-10 21-6-9 6-5-6 15-11-15 6-10-2 43-0-13 7-4-15 28-11-811-10-00-6-150-7-21-0-05-1-95-1-96-8-711-10-0Scale = 1:88 Plate Offsets (X, Y):[1:0-3-8,Edge], [6:0-6-4,0-2-0], [10:0-10-4,0-2-0], [16:0-3-8,0-1-8], [21:0-2-4,0-2-12], [25:0-6-12,0-3-0] 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 0.79 Vert(LL)-0.29 22-24 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.99 Vert(CT)-0.52 22-24 >999 180 MT18HS 197/144 BCLL 0.0*Rep Stress Incr YES WB 0.67 Horz(CT)0.19 15 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 285 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 26-3:2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 27-25,24-3,24-4,2-27,13-15:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-1-13 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-27 2-2-0 oc bracing: 24-25,22-24. 1 Row at midpt 7-21 WEBS 1 Row at midpt 5-22, 9-19, 11-17 REACTIONS (size)15=0-3-8, 27=0-5-9 Max Horiz 27=-212 (LC 10) Max Grav 15=2206 (LC 2), 27=2247 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-57/86, 2-3=-3140/5, 3-4=-3323/0, 4-28=-3776/44, 5-28=-3673/62, 5-6=-2625/110, 6-29=-2265/115, 7-29=-2264/115, 7-8=-2260/116, 8-9=-2260/116, 9-30=-2083/124, 10-30=-2084/124, 10-31=-2148/112, 11-31=-2261/65, 11-12=-2158/32, 12-13=-2313/2, 13-14=-78/1 BOT CHORD 1-27=-31/54, 26-27=-1/119, 25-26=0/42, 3-25=-330/41, 24-25=-155/2797, 23-24=-75/2266, 23-32=-75/2266, 32-33=-75/2266, 22-33=-75/2266, 22-34=-48/1971, 21-34=-48/1971, 20-21=0/132, 7-21=-406/117, 19-20=0/133, 19-35=0/1652, 18-35=0/1652, 17-18=0/1652, 17-36=0/1719, 16-36=0/1719, 15-16=0/68, 14-15=0/68 WEBS 25-27=-292/186, 3-24=-81/216, 4-24=-903/98, 5-24=-88/1283, 5-22=-686/165, 6-22=-47/953, 6-21=-139/680, 19-21=-26/1969, 9-21=-65/349, 9-19=-753/193, 10-19=-114/859, 10-17=-25/445, 2-27=-2056/40, 2-25=0/2716, 11-17=-200/168, 11-16=-279/67, 13-16=0/1712, 13-15=-2019/67 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) 0-0-0 to 4-9-5, Interior (1) 4-9-5 to 15-10-3, Exterior(2R) 15-10-3 to 20-10-0, Interior (1) 20-10-0 to 36-4-7, Exterior(2R) 36-4-7 to 41-4-5, Interior (1) 41-4-5 to 49-10-5 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)All plates are 3x5 MT20 unless otherwise indicated. 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)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 Panda 308 Jackson's Grant-Roof Trusses I42163581B3Piggyback Base 2 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:51 Page: 1 ID:WIVJ5kq3E308GbnZVGu7bSyuuiO-yaObgblSQOEDfJZwbFr7Ry9DkKuBJNHnei8sPYyusLJ July 27,2020 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. 712 1012 =4x8 =3x6 =5x6 =5x10 =3x5 =4x5 =3x10 =5x6 =3x6 =3x5 =5x8 =3x5 =6x8 =3x5 =3x5 =3x6 =3x5 =5x10 =4x6 =5x8 =3x5 =3x5 =4x8 =3x6 =4x6 =MT20HS 3x8 1 26 25 19 18 34 17 16 15 14 35 23 22 21 33 20 31 32 24 132 3 4 12 11 27 305 1062928789 3-0-13 3-0-13 4-0-4 11-9-14 4-0-4 15-10-3 4-8-13 7-9-10 7-4-15 36-4-7 5-11-9 42-4-0 6-3-1 48-7-1 13-1-6 28-11-8 0-3-0 3-0-13 1-10-4 4-11-1 1-10-11 9-6-9 2-8-13 7-7-14 2-9-13 2-9-13 3-7-9 32-7-1 3-7-10 36-2-11 5-6-10 21-6-9 6-1-5 42-4-0 6-3-1 48-7-1 6-5-6 15-11-15 7-4-15 28-11-811-10-00-6-151-7-131-0-05-1-95-1-96-8-711-10-0Scale = 1:87.7 Plate Offsets (X, Y):[1:0-3-8,Edge], [6:0-6-4,0-2-0], [10:0-6-4,0-2-0], [13:0-2-12,0-1-8], [15:0-3-8,0-2-0], [20:0-2-4,0-2-12], [24:0-6-4,0-2-12] 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 0.76 Vert(LL)-0.23 21-23 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.93 Vert(CT)-0.42 21-23 >999 180 MT20HS 148/108 BCLL 0.0*Rep Stress Incr YES WB 0.80 Horz(CT)0.15 14 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 281 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 25-3:2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 26-24,23-3,23-4,14-13,2-26,2-24:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-10 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-26,24-25 2-2-0 oc bracing: 21-23. 1 Row at midpt 7-20 WEBS 1 Row at midpt 5-21, 9-18, 11-16 REACTIONS (size)14=0-3-8, 26=0-6-0 Max Horiz 26=226 (LC 9) Max Grav 14=2028 (LC 2), 26=2306 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-87/219, 2-3=-1777/77, 3-4=-2612/0, 4-27=-2970/45, 5-27=-2867/63, 5-6=-2403/107, 6-28=-2126/114, 7-28=-2125/114, 7-8=-2121/115, 8-9=-2121/115, 9-29=-1994/122, 10-29=-1995/122, 10-30=-2076/116, 11-30=-2180/74, 11-12=-2121/36, 12-13=-2297/8, 13-14=-1928/19 BOT CHORD 1-26=-143/86, 25-26=-8/71, 24-25=-12/26, 3-24=-998/49, 23-24=-251/1674, 22-23=-107/1978, 22-31=-107/1978, 31-32=-107/1978, 21-32=-107/1978, 21-33=-73/1798, 20-33=-73/1798,19-20=0/130, 7-20=-405/117, 18-19=0/127,18-34=0/1597, 17-34=0/1597, 16-17=0/1597,16-35=0/1697, 15-35=0/1697, 14-15=-28/101 WEBS 24-26=-407/194, 3-23=-11/851, 4-23=-754/104, 5-23=-102/649, 5-21=-462/169, 6-21=-51/759, 6-20=-131/735, 18-20=-43/1885, 9-20=-73/265, 9-18=-693/199, 10-18=-115/796, 10-16=-40/483, 11-16=-256/162, 11-15=-212/66, 13-15=0/1640, 2-26=-2041/63, 2-24=-23/1869 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) 0-0-0 to 4-9-5, Interior (1) 4-9-5 to 15-10-3, Exterior(2R) 15-10-3 to 20-8-7, Interior (1)20-8-7 to 36-4-7, Exterior(2R) 36-4-7 to 41-2-12, Interior(1) 41-2-12 to 48-5-5 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 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)All plates are 3x5 MT20 unless otherwise indicated. 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)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 Panda 308 Jackson's Grant-Roof Trusses I42163582B4Piggyback Base 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:51 Page: 1 ID:_ZAOaKfL_GiL2CYq2GdIu0yuuhJ-Qmyzuxm4BiM4HT869yMM_AhPtkES2oOxtMtPy_yusLI July 27,2020 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. 712 1012 =3x5 =5x6 =5x10 =5x6 =3x5 =5x8 =3x5 =3x6 =4x8 =2x4 =3x6 =2x4 =3x8 =4x6 =3x8 =5x6 =3x5 =4x8 =3x6 =4x6 =MT20HS 3x82627 21 20 19 1828 17 29 16 15 30 14 13 12 31 11 1 2 10 9 22 253 842324567 4-0-8 4-0-8 4-0-4 8-0-12 4-0-4 12-1-1 6-8-15 25-8-11 6-10-11 32-7-6 6-10-11 18-11-12 5-11-9 38-6-14 6-3-1 44-9-15 0-0-3 0-0-3 3-10-9 3-10-12 6-1-5 38-6-14 6-3-1 44-9-15 6-8-15 25-8-11 6-8-15 32-5-10 6-8-15 18-11-12 8-4-1 12-2-1311-10-02-9-41-7-135-1-95-1-96-8-711-10-0Scale = 1:81.9 Plate Offsets (X, Y):[4:0-6-4,0-2-0], [8:0-4-4,0-2-0], [11:0-2-12,0-1-8], [13:0-3-8,0-2-0] 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 0.63 Vert(LL)-0.21 19-20 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.86 Vert(CT)-0.37 19-20 >999 180 MT20HS 148/108 BCLL 0.0*Rep Stress Incr YES WB 0.80 Horz(CT)0.10 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 264 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 20-2,21-1,20-1,12-11:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or3-2-10 oc purlins, except end verticals, and2-0-0 oc purlins (3-5-5 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-20, 3-19, 5-17, 7-17, 7-14, 9-14 REACTIONS (size)12=0-3-8, 21=0-5-11 Max Horiz 21=-235 (LC 8) Max Grav 12=2033 (LC 2), 21=2051 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1838/23, 2-22=-2092/105, 3-22=-1976/108, 3-4=-2156/129, 4-23=-1988/126, 5-23=-1987/126, 5-6=-1988/126, 6-7=-1988/126, 7-24=-1608/131, 8-24=-1609/131, 8-25=-2080/119, 9-25=-2184/78, 9-10=-2129/35, 10-11=-2305/8, 1-21=-2034/0, 11-12=-1934/22 BOT CHORD 20-21=-210/223, 20-26=-98/1649, 26-27=-98/1649, 19-27=-98/1649, 18-19=-70/1610, 18-28=-70/1610, 17-28=-70/1610, 17-29=-28/1999, 16-29=-28/1999, 15-16=-28/1999, 15-30=-28/1999, 14-30=-28/1999, 14-31=0/1703, 13-31=0/1703, 12-13=-28/100 WEBS 2-20=-613/116, 3-20=-244/106, 3-19=-198/170, 4-19=-57/537, 4-17=-119/795, 5-17=-430/123, 7-17=-81/67, 7-16=0/404, 7-14=-837/116, 8-14=0/1037, 9-14=-259/161, 9-13=-205/67, 1-20=0/1849, 11-13=0/1647 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) 2-7-10 to 6-6-6, Interior (1) 6-6-6 to 14-6-15, Exterior(2R) 14-6-15 to 19-0-11, Interior (1)19-0-11 to 35-1-3, Exterior(2R) 35-1-3 to 39-7-0, Interior(1) 39-7-0 to 47-2-1 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 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)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 Panda 308 Jackson's Grant-Roof Trusses I42163583B5Piggyback Base 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:52 Page: 1 ID:aG0hW6q7hZTMjMdWsCtbSzyuuh5-uyWL5Hmiy?UxvdjIjgtbWNEcj8bjnFm450dzUQyusLH July 27,2020 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. 712 =3x8 =3x5 =3x6 =2x4 =2x4 =5x8 =5x10 =3x5 =3x6 =3x8 =2x4 =6x10 =2x4 =2x4 =3x5 =4x5 =5x8 =3x5 =2x4 1 19 18 12 11 10 17 16 15 14 13 2 2021 3 5 6 7 8 23 9224 2-2-7 2-2-7 6-7-10 14-10-14 5-2-8 31-8-1 6-0-13 8-3-4 11-6-10 26-5-9 0-2-13 2-2-7 1-11-10 1-11-10 2-5-1 10-6-9 2-8-10 4-11-1 3-2-7 8-1-8 4-4-6 14-10-14 4-11-0 26-5-9 5-2-8 31-8-1 6-7-10 21-6-95-4-130-6-155-2-141-0-00-1-155-2-145-2-140-1-155-4-13Scale = 1:58.7 Plate Offsets (X, Y):[1:0-3-8,Edge], [4:0-4-12,0-0-12], [13:0-2-12,0-2-12], [17:0-2-8,0-2-8] 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 0.52 Vert(LL)-0.11 13-14 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.65 Vert(CT)-0.26 13-14 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.58 Horz(CT)0.12 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 151 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-3,6-12:2x4 SPF Stud WEBS 2x4 SPF Stud *Except*13-5,13-8,10-8,16-5:2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-5 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-19. WEBS 1 Row at midpt 8-10, 5-16 REACTIONS (size)10= Mechanical, 19=0-5-11 Max Horiz 19=138 (LC 9) Max Uplift 10=-73 (LC 9) Max Grav 10=1166 (LC 1), 19=1356 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-65/136, 2-20=-1482/84, 20-21=-1436/87, 3-21=-1434/94, 3-4=-1490/126, 4-22=-1383/86, 5-22=-1385/86, 5-6=-1975/110, 6-7=-1947/107, 7-8=-1947/107, 8-23=-59/56, 9-23=-59/56, 9-10=-133/39 BOT CHORD 1-19=-72/63, 18-19=-6/44, 17-18=0/37, 3-17=-160/88, 16-17=-141/1404, 15-16=-186/2195, 14-15=-186/2195, 13-14=-186/2195, 12-13=0/82, 6-13=-333/93, 11-12=-19/71, 10-11=-93/1022 WEBS 17-19=-198/79, 4-17=-302/110, 5-13=-255/20, 11-13=-76/972, 8-13=-94/1201, 8-11=-94/89, 8-10=-1412/88, 2-19=-1229/58, 2-17=-40/1341, 4-16=0/614, 5-16=-985/110, 5-14=0/297 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) 0-0-0 to 3-2-0, Interior (1) 3-2-0 to 8-3-4, Exterior(2R) 8-3-4 to 12-9-0, Interior (1) 12-9-0 to 31-6-5 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)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 73 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 Panda 308 Jackson's Grant-Roof Trusses I42163584B6Half Hip 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:53 Page: 1 ID:bwIYcYHHE15jdZtFrE8PDgyuumz-M94jJcnKjJcoWmIVGNPq3bmnAX_FWlPDKgMW0syusLG July 27,2020 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. 712 1012 =2x4 =3x5 =5x6 =6x10 =6x8 =4x6 =6x8 =4x8 =2x4 =4x8 =2x4 =6x10 =3x5 =3x5 =4x6 =5x10 =2x4 =4x8 =5x6 =6x8 =5x6 =6x8 =5x6 =2x4THDH26-2 HUS26-2 HUS26 HUS26 HUS26 HUS26HUS26 HUS26 1 33 32 24 23 2235 21 3620 37 19 1840 41 17 16 38 39 31 3029 28 27 26 25 2 15 3 4 14 1256347891011 13 1-9-3 1-9-3 1-5-0 49-10-5 2-3-15 10-1-9 3-9-11 17-8-14 3-9-11 13-11-4 3-1-14 38-11-3 4-7-12 30-11-12 4-9-8 35-9-4 4-3-14 48-5-5 5-2-4 44-1-7 6-0-7 7-9-10 8-7-2 26-4-1 0-1-12 48-7-1 0-2-13 1-9-3 0-3-4 7-11-1 1-3-4 49-10-5 1-6-7 1-6-7 1-9-3 35-7-8 2-4-4 10-3-5 2-10-9 33-10-5 2-8-13 7-7-14 3-1-14 4-11-1 3-3-10 38-11-3 3-7-15 13-11-4 3-9-11 17-8-14 3-9-11 21-6-9 4-3-14 48-5-5 4-7-12 30-11-12 4-9-8 26-4-1 5-2-4 44-1-79-8-70-6-150-7-21-0-05-1-95-1-91-11-57-0-132-7-99-8-7Scale = 1:87.6 Plate Offsets (X, Y):[3:0-1-8,0-2-8], [5:0-5-4,0-3-0], [12:0-3-0,0-3-0], [23:0-4-8,0-3-0], [25:0-3-12,0-3-0], [29:0-2-8,0-2-0] 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 0.71 Vert(LL)0.22 20-22 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.79 Vert(CT)-0.41 20-22 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.64 Horz(CT)0.16 17 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 1029 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 32-3,8-24:2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except*33-31,30-3,30-4,28-4,2-33,14-18,15-18,15-17:2x4 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.): 5-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 31-32. REACTIONS (size)17=0-3-8, 33=0-5-9 Max Horiz 33=-169 (LC 10) Max Uplift 17=-760 (LC 12), 33=-537 (LC 12) Max Grav 17=6272 (LC 1), 33=3249 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-3279/589, 2-3=-4464/848, 3-4=-5339/1026, 4-5=-5447/1094, 5-6=-5660/1177, 6-34=-5659/1177, 7-34=-5659/1177, 7-8=-8116/1791, 8-9=-8093/1787, 9-10=-8093/1787, 10-11=-7868/1833, 11-12=-7995/1988,12-13=-6343/1401, 13-14=-6443/1430,14-15=-6692/1057, 15-16=-926/0 BOT CHORD 1-33=-575/3292, 32-33=-212/1121, 31-32=-551/115, 3-31=-20/83, 30-31=-790/3858, 29-30=-921/4774, 28-29=-921/4774, 27-28=-788/4159, 26-27=-1420/7021, 25-26=-1420/7021, 24-25=-6/151, 8-25=-218/91, 23-24=-168/751, 22-23=-2080/8632, 22-35=-2080/8632, 21-35=-2080/8632, 21-36=-2080/8632, 20-36=-2080/8632, 20-37=-1891/7947, 19-37=-1891/7947, 19-38=-740/5024, 38-39=-740/5024, 18-39=-740/5024, 18-40=-8/742, 40-41=-8/742, 17-41=-8/742, 16-17=-8/745 WEBS 31-33=-502/2288, 3-30=-240/1075, 4-30=-359/159, 4-28=-1136/244, 5-28=-172/1029, 5-27=-594/2660, 6-27=-153/94, 7-27=-2427/600, 7-26=0/250, 7-25=-549/1900, 23-25=-1626/7280, 10-25=-319/465, 10-23=-596/298, 11-23=-1537/672, 11-22=-631/1827, 11-20=-1152/291, 12-20=-969/2292, 12-19=-6964/2108, 13-19=-1714/7665, 2-33=-2385/465, 14-19=-394/132, 14-18=-92/452, 15-18=-762/4456, 15-17=-5179/950 NOTES 1)3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc, 2x4 - 1 row 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) 0-0-0 to 4-9-5, Interior (1) 4-9-5 to 10-1-9, Exterior(2R) 10-1-9 to 15-1-6, Interior (1) 15-1-6 to 38-11-3, Exterior(2R) 38-11-3 to 44-1-7, Interior (1)44-1-7 to 49-10-5 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)Provide adequate drainage to prevent water ponding. 6)All plates are 4x5 MT20 unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 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 537 lb uplift at joint 33 and 760 lb uplift at joint 17. Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163585BGRoof Special Girder 1 320070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:54 Page: 1 ID:cbU3GzAdqKtQXtxOsHN0i8yuu5D-M94jJcnKjJcoWmIVGNPq3bmkIXy4WlRDKgMW0syusLG Continued on page 2 July 27,2020 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)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Use USP THDH26-2 (With 22-16d nails into Girder & 8-16d nails into Truss) or equivalent at 31-9-9 from the left end to connect truss(es) to front face of bottom chord. 13)Use USP HUS26-2 (With 4-16d nails into Girder & 4-16d nails into Truss) or equivalent at 34-10-9 from the left end to connect truss(es) to front face of bottom chord. 14)Use USP HUS26 (With 14-16d nails into Girder & 6-16dnails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 36-11-5 from the left end to 46-6-5 to connect truss(es) to front face of bottom chord. 15)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: 1-4=-60, 4-5=-60, 5-12=-60, 12-13=-60, 13-16=-60, 1-32=-20, 25-31=-20, 16-24=-20 Concentrated Loads (lb) Vert: 19=-529 (F), 35=-1621 (F), 36=-738 (F), 37=-529 (F), 38=-529 (F), 39=-529 (F), 40=-529 (F), 41=-529 (F) Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163585BGRoof Special Girder 1 320070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:54 Page: 2 ID:cbU3GzAdqKtQXtxOsHN0i8yuu5D-M94jJcnKjJcoWmIVGNPq3bmkIXy4WlRDKgMW0syusLG 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, 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. 712 =3x5 =3x5 =3x5 =2x4 =2x4 =6x8 =6x8 =4x6 =3x5 =3x5 =3x5 =3x5 =3x5 =4x6 =4x5 =2x4=6x8 =4x5 =4x8 =4x5 =2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED SNP3 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1 37 21 20 13 12 11 46 47 48 49 22 3839 19 18 1740 41 1642 43 1544 45 14 223 3 424 25 26 5 27 28 29 6 30 31 7 8 32 33 9 34 35 36 10 2-9-8 2-9-8 2-7-8 5-4-15 5-4-8 16-2-0 5-4-8 10-9-8 5-2-8 31-8-1 10-3-8 26-5-9 0-2-15 2-9-8 1-1-14 9-0-15 2-1-9 4-11-1 2-6-9 2-6-9 3-0-0 7-11-1 4-1-14 17-4-11 4-1-14 13-2-13 4-1-14 21-6-9 4-11-0 26-5-9 5-2-8 31-8-10-6-153-8-131-0-03-8-13Scale = 1:56.3 Plate Offsets (X, Y):[14:0-6-0,0-4-4], [19:0-2-12,0-3-12] 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 0.14 Vert(LL)0.13 14-15 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.38 Vert(CT)-0.18 14-15 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.46 Horz(CT)0.07 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 351 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 20-3,8-13:2x4 SPF Stud WEBS 2x4 SPF Stud *Except* 11-9:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-21,19-20. REACTIONS (size)11= Mechanical, 21=0-5-13 Max Horiz 21=92 (LC 9) Max Uplift 11=-454 (LC 9), 21=-502 (LC 12) Max Grav 11=1126 (LC 1), 21=1263 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-22=-99/118, 2-22=-94/176, 2-23=-1056/656, 3-23=-1047/667, 3-4=-1013/646, 4-24=-2200/1025, 24-25=-2200/1025, 25-26=-2199/1025, 5-26=-2199/1025, 5-27=-3116/1308, 27-28=-3116/1308, 28-29=-3116/1308, 6-29=-3116/1308, 6-30=-3454/1412, 30-31=-3454/1412, 7-31=-3454/1412, 7-8=-3454/1412, 8-32=-3456/1446, 32-33=-3456/1446, 9-33=-3456/1446, 9-34=-47/43, 34-35=-47/43, 35-36=-47/43, 10-36=-47/43, 10-11=-127/76 BOT CHORD 1-37=-107/95, 21-37=-107/95, 20-21=-6/23, 19-20=-22/35, 3-19=-83/57, 19-38=-666/1043, 38-39=-666/1043, 18-39=-666/1043, 17-18=-666/1043, 17-40=-1274/2718, 40-41=-1274/2718, 16-41=-1274/2718, 16-42=-1506/3487, 42-43=-1506/3487, 15-43=-1506/3487, 15-44=-1514/3527, 44-45=-1514/3530, 14-45=-1512/3531, 13-14=0/91, 8-14=-214/165, 13-46=-90/209, 46-47=-90/209, 12-47=-90/209, 12-48=-641/1478, 48-49=-641/1478, 11-49=-641/1478 WEBS 19-21=-161/102, 4-19=-556/160, 4-17=-484/1404, 5-17=-880/363, 5-16=-113/564, 6-16=-484/215, 6-15=-76/129, 8-15=-115/105, 12-14=-570/1313, 9-14=-916/2148, 9-12=-252/233, 9-11=-1741/732, 2-21=-1084/529, 2-19=-541/1006 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row 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)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 3-2-0, Interior (1) 3-2-0 to 5-4-15, Exterior(2R) 5-4-15 to 9-10-11, Interior (1) 9-10-11 to 31-6-5 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)Provide adequate drainage to prevent water ponding. 5)All plates are 3x5 MT20 unless otherwise indicated. 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)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 454 lb uplift at joint 11 and 502 lb uplift at joint 21. Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163586BG1Half Hip Girder 1 220070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:56 Page: 1 ID:BYy7Ca6tU1dgkY?y7HSWkwyuusM-JXCUjIpaEwsWm4RtOoRJ80sDhLlz_hjWo_rd5lyusLE Continued on page 2 July 27,2020 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)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Use USP SNP3 (With 6-8d x 1-1/2 nails into Girder & 6-8d x 1-1/2 nails into Truss) or equivalent at 5-4-15 from the left end to connect truss(es) to front face of bottom chord, skewed 55.0 deg.to the left, sloping 0.0 deg. down. 13)Fill all nail holes where hanger is in contact with lumber. 14)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 15)A minimum of (6) 8d x 1-1/2" nails are required into each member for SNP3 installation. All nailing is required in face of supported chords. For sloped applications, flanges may protrude above or below truss chords. Bending of extended flanges is permitted. 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, 4-10=-60, 1-20=-20, 14-19=-20, 11-13=-20 Concentrated Loads (lb) Vert: 7=-1 (F), 14=1 (F), 24=-1 (F), 25=-1 (F), 26=-1 (F), 27=-1 (F), 28=-1 (F), 29=-1 (F), 30=-1 (F), 38=136 (F), 46=1 (F), 47=1 (F), 48=1 (F), 49=1 (F) Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163586BG1Half Hip Girder 1 220070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:56 Page: 2 ID:BYy7Ca6tU1dgkY?y7HSWkwyuusM-JXCUjIpaEwsWm4RtOoRJ80sDhLlz_hjWo_rd5lyusLE 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, 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 =MT20HS 8x12 =6x8 =MT18HS 10x12 =5x8 =3x8 =2x4 =4x6 =3x5 =5x6 =5x6 =5x8 =3x6 =3x8 =5x6 =6x10 =5x8 =5x8 =3x526 18 17 24 16 15 14 13 12 27 11 28 10 29 9 25 1 19 87 320 42 23 21 225 6 4-3-10 23-8-2 5-8-12 19-4-8 5-8-12 13-7-12 6-1-5 29-9-6 5-10-10 35-8-0 6-4-0 42-0-0 7-11-0 7-11-0 4-7-2 23-9-14 5-7-0 19-2-12 5-7-0 13-7-12 5-9-13 29-7-10 6-2-2 35-9-12 6-2-4 42-0-0 8-0-12 8-0-1211-10-01-7-136-9-30-1-150-1-156-9-36-9-30-1-156-11-31-1-148-1-10-1-158-3-03-7-011-10-0Scale = 1:76.4 Plate Offsets (X, Y):[1:Edge,0-1-10], [2:0-9-11,Edge], [4:0-2-4,0-2-4], [5:0-6-4,0-2-0], [6:0-4-4,0-2-0], [7:0-2-12,0-2-4], [9:Edge,0-1-8], [10:0-3-8,0-2-8] 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 0.97 Vert(LL)-0.20 14-16 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.82 Vert(CT)-0.36 14-16 >999 180 MT18HS 197/144 BCLL 0.0*Rep Stress Incr YES WB 0.66 Horz(CT)0.10 9 n/a n/a MT20HS 148/108 BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 243 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 1-2:2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 18-1:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied,except end verticals, and 2-0-0 oc purlins(3-3-3 max.): 2-4, 5-6, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 3-17, 4-13, 5-11, 7-11, 7-10 REACTIONS (size)9= Mechanical, 18=0-3-8 Max Horiz 18=271 (LC 9) Max Uplift 18=-29 (LC 12) Max Grav 9=1918 (LC 2), 18=1877 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-19=-2163/38, 2-19=-2037/70, 2-20=-1589/120, 3-20=-1590/119, 3-4=-2545/95, 4-5=-2301/145, 5-21=-1451/145, 21-22=-1451/145, 6-22=-1451/145, 6-23=-1887/125, 7-23=-1981/92, 7-8=-1541/73, 8-9=-1796/44, 1-18=-1746/72 BOT CHORD 17-18=-280/366, 17-24=-124/2280, 16-24=-124/2280, 15-16=-124/2280, 15-25=-124/2280, 14-25=-124/2280, 14-26=-113/2546, 13-26=-113/2546, 12-13=-74/1725, 12-27=-74/1725, 11-27=-74/1725, 11-28=-60/1570, 10-28=-60/1570, 10-29=-62/73, 9-29=-62/73 WEBS 2-17=0/982, 3-17=-1188/46, 3-16=0/296, 3-14=-2/451, 4-14=-214/64, 4-13=-1712/138, 5-13=-60/1714, 5-11=-660/68, 6-11=-5/914, 7-11=-237/87, 7-10=-1368/106, 8-10=-28/2230, 1-17=0/1408 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 4-4-2, Interior (1) 4-4-2 to 7-11-0, Exterior(2R) 7-11-0 to 12-1-6, Interior (1) 12-1-6 to 23-8-2, Exterior(2R) 23-8-2 to 27-10-8, Interior (1) 27-10-8 to 29-9-6, Exterior(2R) 29-9-6 to 33-11-13, Interior (1) 33-11-13 to 41-10-4 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)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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 18. 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 Panda 308 Jackson's Grant-Roof Trusses I42163587CPiggyback Base 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:57 Page: 1 ID:qrdSMp7_U_dStHVJz6Sj1tyuthS-nkmsxepD?E_NNE04yVyYhDOBLl_Lj5qg0ebAdByusLD July 27,2020 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 =2x4 =4x5 =6x8 =5x8 =3x10 =2x4 =4x6 =3x5 =5x8 =MT18HS 10x12 =4x8 =3x6 =6x8 =3x5 =6x8 =4x6 =4x6 =3x8 =2x4 1 20 19 18 17 16 26 15 14 13 12 11 27 28 2 21 4223 5 23 9 108 762425 1-5-0 1-5-0 3-11-12 39-0-0 3-4-0 35-0-4 5-8-12 13-0-0 5-8-12 18-8-12 5-7-0 24-3-12 7-4-8 31-8-4 5-10-4 7-3-4 4-3-4 43-3-4 0-1-12 1-5-0 1-3-4 1-3-4 4-3-4 43-3-4 5-7-0 13-0-0 5-7-0 18-7-0 5-10-8 24-5-8 6-0-0 7-5-0 7-1-0 31-6-8 7-5-8 39-0-011-3-110-7-28-4-60-1-150-1-156-5-146-5-140-1-156-7-131-8-98-4-60-1-158-6-52-9-511-3-11Scale = 1:78.3 Plate Offsets (X, Y):[1:0-3-8,Edge], [3:0-5-11,Edge], [5:0-3-0,0-2-4], [6:0-10-4,0-2-0], [7:0-6-4,0-2-0], [8:0-2-5,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 0.73 Vert(LL)-0.20 15-16 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.93 Vert(CT)-0.37 15-16 >999 180 MT18HS 197/144 BCLL 0.0*Rep Stress Incr YES WB 0.75 Horz(CT)0.12 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 247 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 6-7:2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-20:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-12 max.): 3-5, 6-7, 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 15-16. WEBS 1 Row at midpt 10-11, 4-19, 5-15, 8-13, 8-12, 9-11 REACTIONS (size)11= Mechanical, 20=0-3-8 Max Horiz 20=278 (LC 9) Max Uplift 20=-33 (LC 12) Max Grav 11=1873 (LC 2), 20=1946 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-138/10, 2-21=-2035/32, 3-21=-1934/72, 3-22=-1516/100, 4-22=-1518/100, 4-5=-3014/53, 5-23=-2387/69, 6-23=-2305/103, 6-24=-1773/116, 24-25=-1773/116, 7-25=-1773/116, 7-8=-1935/115, 8-9=-899/81, 9-10=-84/91, 10-11=-100/36 BOT CHORD 1-20=-26/143, 19-20=-311/335, 18-19=-168/2516, 17-18=-168/2516, 16-17=-168/2516, 16-26=-148/3020, 15-26=-148/3020, 14-15=-85/1458, 13-14=-85/1458, 13-27=-85/1503, 27-28=-85/1503, 12-28=-85/1503, 11-12=-60/897 WEBS 3-19=0/982, 4-19=-1494/2, 4-18=0/222, 4-16=0/742, 5-16=-358/61, 5-15=-1869/133, 6-15=0/1152, 7-15=-73/630, 7-13=0/502, 8-13=-168/100, 8-12=-1379/56, 9-12=0/1487, 9-11=-1963/25, 2-19=0/1408, 2-20=-1733/114 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) 0-0-0 to 4-3-15, Interior (1) 4-3-15 to 7-3-4, Exterior(2R) 7-3-4 to 11-7-3, Interior (1) 11-7-3 to 24-3-12, Exterior(2R) 24-3-12 to 28-7-11, Interior (1) 28-7-11 to 31-8-4, Exterior(2E) 31-8-4 to 35-0-4, Interior (1) 35-0-4 to 43-1-8 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 20. 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 Panda 308 Jackson's Grant-Roof Trusses I42163588C1Roof Special 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:57 Page: 1 ID:3rCHpiRHM_vm_HUJUZwp5Myuth2-FwKE8_qrmY7E?ObGVDTnDRxQz9InSXfpFHKj9eyusLC July 27,2020 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 =2x4 =4x5 =5x6 =5x8 =5x8 =2x4 =4x6 =3x6 =5x6 =5x6 =4x8 =2x4 =3x8 =3x6 =6x10 =5x6 =5x8 =2x4 =6x10 =6x8 =3x5 1 2822 21 20 19 18 17 29 16 15 30 1431 32 13 33 12 232 53244 25 6 8267 10 11279 0-8-0 33-5-4 1-5-0 1-5-0 4-9-4 38-2-8 5-2-12 32-9-4 5-2-12 27-6-8 3-10-4 5-3-4 5-8-12 11-0-0 5-8-12 16-8-12 5-7-0 22-3-12 5-0-12 43-3-4 0-1-12 1-5-0 1-3-4 1-3-4 4-0-0 5-5-0 5-0-12 43-3-4 5-1-0 32-7-8 5-1-0 27-6-8 5-7-0 38-2-8 5-7-0 16-7-0 5-7-0 11-0-0 5-10-8 22-5-810-2-50-7-210-0-60-1-154-11-134-11-134-7-139-7-110-4-1110-0-60-1-1510-2-5Scale = 1:78.2 Plate Offsets (X, Y):[1:0-3-8,Edge], [3:0-4-4,0-2-0], [6:0-4-4,0-2-0], [9:0-4-0,0-1-4], [12: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 0.99 Vert(LL)-0.28 17-18 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.81 Vert(CT)-0.51 17-18 >973 180 BCLL 0.0*Rep Stress Incr YES WB 0.73 Horz(CT)0.13 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 259 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 19-15:2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except*21-3,4-20,18-5,2-21,2-22:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-5-8 max.): 3-5, 6-8, 9-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 5-17, 7-17, 7-14, 8-14, 9-13, 10-13 WEBS 2 Rows at 1/3 pts 11-12 REACTIONS (size)12= Mechanical, 22=0-3-8 Max Horiz 22=263 (LC 9) Max Uplift 12=-48 (LC 9), 22=-25 (LC 12) Max Grav 12=1903 (LC 2), 22=1938 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=-39/6, 2-23=-28/26, 2-3=-1870/53, 3-24=-1415/73, 4-24=-1414/73, 4-5=-3814/40, 5-25=-2781/54, 6-25=-2694/87, 6-26=-2093/103, 7-26=-2092/103, 7-8=-1591/102, 8-9=-1816/121, 9-27=-863/111, 10-27=-863/111, 10-11=-862/110, 11-12=-1805/59 BOT CHORD 1-28=0/28, 22-28=0/28, 21-22=-348/307, 20-21=-196/2914, 19-20=-196/2914, 18-19=-196/2914, 17-18=-145/3831, 17-29=-113/1988, 16-29=-113/1988, 15-16=-113/1988, 15-30=-113/1988, 14-30=-113/1988, 14-31=-89/1446,31-32=-89/1446, 13-32=-89/1446,13-33=-96/110, 12-33=-96/110 WEBS 3-21=0/935, 4-21=-1960/2, 4-20=0/230, 4-18=0/1176, 5-18=-565/65, 5-17=-2273/105, 6-17=0/1457, 7-17=-74/266, 7-16=0/284, 7-14=-831/50, 8-14=-973/79, 9-14=-14/1933, 9-13=-1336/40, 10-13=-324/110, 11-13=-42/1900, 2-21=0/1446, 2-22=-1793/64 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) 0-0-0 to 4-3-15, Interior (1) 4-3-15 to 5-3-4, Exterior(2R) 5-3-4 to 9-7-3, Interior (1) 9-7-3 to 22-3-12, Exterior(2R) 22-3-12 to 26-7-11, Interior (1) 26-7-11 to 33-5-4, Exterior(2R) 33-5-4 to 37-9-3, Interior (1) 37-9-3 to 43-1-8 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 48 lb uplift at joint 12 and 25 lb uplift at joint 22. 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 Panda 308 Jackson's Grant-Roof Trusses I42163589C2Roof Special 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:58 Page: 1 ID:MkAnQjx?ia3yPa7BOg9RF?yutgP-j6tcMKrTXrF5dYAS3w_0meUXfYfxBzIyUx4Hh4yusLB July 27,2020 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 =4x5 =2x4 =4x5 =5x6 =5x10 =5x10 =2x4 =8x10 =2x4 =2x4 =8x12 =MT18HS 10x12 =5x6 =4x8 =2x4 =4x8 =4x8 =2x4 =5x8 =6x8 =5x6 =5x6 =4x6 =3x5 NAILED NAILED NAILEDNAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1 24 23 32 2233 34 2135 20 19 36 18 17 16 37 15 14 13 38 39 2 427 28 5 292625 63 30 7 9318 11 1210 1-5-0 1-5-0 1-10-4 3-3-4 3-8-11 10-10-5 3-10-7 7-1-11 3-10-7 14-8-12 3-5-8 34-2-12 4-6-4 38-9-0 5-2-12 30-9-4 5-2-12 25-6-8 5-7-0 20-3-12 4-6-4 43-3-4 0-1-12 1-5-0 1-3-4 1-3-4 2-0-0 3-5-0 3-5-8 34-1-0 3-8-11 7-1-11 3-8-11 10-10-5 3-8-11 14-7-0 5-1-0 25-6-8 5-1-0 30-7-8 5-10-8 20-5-8 9-2-4 43-3-410-10-40-7-210-8-50-1-153-3-133-3-134-7-137-11-112-8-1010-8-50-1-1510-10-4Scale = 1:77.7 Plate Offsets (X, Y):[3:0-3-0,0-2-1], [7:0-10-4,0-2-0], [9:0-5-4,0-2-4], [10:0-3-0,0-2-1], [21:0-5-0,0-5-0], [23:0-5-0,0-3-4] 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 0.70 Vert(LL)-0.32 19-20 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.72 Vert(CT)-0.59 19-20 >845 180 MT18HS 197/144 BCLL 0.0*Rep Stress Incr NO WB 0.82 Horz(CT)0.10 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 283 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-6:2x6 SPF No.2, 6-7:2x4 SPF 1650F 1.5E BOT CHORD 2x6 SPF No.2 *Except* 18-21:2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 23-3,23-4,4-22,21-4,5-21,21-6,20-6,2-23,2-24 :2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-7 max.): 3-6, 7-9, 10-12. BOT CHORD Rigid ceiling directly applied or 9-6-9 oc bracing. WEBS 1 Row at midpt 12-13, 4-23, 7-17, 9-14,6-19 WEBS 2 Rows at 1/3 pts 11-13 REACTIONS (size)13= Mechanical, 24=0-3-8 Max Horiz 24=288 (LC 9) Max Uplift 13=-53 (LC 12), 24=-295 (LC 12) Max Grav 13=1884 (LC 2), 24=2003 (LC 22) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-132/36, 2-3=-1569/272, 3-25=-1231/230, 25-26=-1232/231, 4-26=-1233/231, 4-27=-4678/572, 27-28=-4678/572, 5-28=-4678/572, 5-29=-4678/572, 6-29=-4678/573, 6-30=-3353/254, 7-30=-3268/287, 7-31=-2506/225, 8-31=-2505/225, 8-9=-2506/225, 9-10=-1754/162, 10-11=-1311/147, 11-12=-106/113, 12-13=-108/47 BOT CHORD 1-24=-20/76, 23-24=-365/344, 23-32=-601/3174, 22-32=-601/3174, 22-33=-601/3174, 33-34=-601/3174, 21-34=-601/3174, 21-35=-624/5697, 20-35=-624/5697, 19-20=-627/5693, 19-36=-284/2537, 18-36=-284/2537, 17-18=-284/2537, 16-17=-165/2134, 16-37=-165/2134, 15-37=-165/2134, 14-15=-165/2133, 14-38=-108/696, 38-39=-108/696, 13-39=-108/696 WEBS 3-23=-40/784, 4-23=-2480/315, 4-22=0/146, 4-21=-116/1902, 5-21=-217/98, 6-21=-1345/131, 6-20=0/140, 7-19=-149/1870, 7-17=-165/114, 8-17=-328/112, 9-17=-113/654, 9-15=-1/56, 9-14=-2024/238, 10-14=-45/913, 11-14=-93/1489, 11-13=-1765/119, 6-19=-3578/473, 2-23=-179/1370, 2-24=-1728/279 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) 0-0-0 to 3-3-4, Exterior(2R) 3-3-4 to 7-7-3, Interior (1) 7-7-3 to 20-3-12, Exterior(2R)20-3-12 to 24-7-11, Interior (1) 24-7-11 to 34-2-12,Exterior(2R) 34-2-12 to 38-9-0, Interior (1) 38-9-0 to43-1-8 zone; cantilever left and right exposed ; endvertical left and right exposed;C-C for members andforces & 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 13 and 295 lb uplift at joint 24. 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. 12)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163590C3Roof Special Girder 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:59 Page: 1 ID:gQkZjB2j2rfuRj9tn?p?_Pyutez-j6tcMKrTXrF5dYAS3w_0meUc9YgJByuyUx4Hh4yusLB Continued on page 2 July 27,2020 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: 1-3=-60, 3-6=-60, 6-7=-60, 7-9=-60, 9-10=-60,10-12=-60, 1-13=-20 Concentrated Loads (lb) Vert: 23=2 (B), 32=1 (B) Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163590C3Roof Special Girder 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:06:59 Page: 2 ID:gQkZjB2j2rfuRj9tn?p?_Pyutez-j6tcMKrTXrF5dYAS3w_0meUc9YgJByuyUx4Hh4yusLB 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, 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 =2x4 =3x5 =4x5 =6x8 =3x8 =3x8 =2x4 =3x6 =5x8 =4x8 =5x8 =3x5 =3x5 =3x5 =3x5 15 14 13 12 11 20 21 10 22 9 2 161 4173 518 7 8196 1-6-11 1-6-11 3-5-8 19-6-0 5-2-12 10-9-12 5-2-12 16-0-8 4-0-5 5-7-0 5-4-8 24-10-8 5-8-0 30-6-8 5-1-0 10-9-12 5-1-0 15-10-12 5-8-0 30-6-8 5-8-12 5-8-12 8-11-12 24-10-89-2-44-2-159-0-50-1-150-1-152-11-62-11-63-2-56-1-110-1-156-3-112-8-109-0-50-1-159-2-4Scale = 1:63 Plate Offsets (X, Y):[3:0-5-11,Edge], [5:0-3-15,0-1-4], [6:0-4-0,0-1-4], [11:0-1-8,0-1-12] 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 0.37 Vert(LL)-0.29 10-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.81 Vert(CT)-0.49 10-11 >741 180 BCLL 0.0*Rep Stress Incr YES WB 0.88 Horz(CT)0.06 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 174 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 15-1,15-2,14-2:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or3-8-14 oc purlins, except end verticals, and2-0-0 oc purlins (4-1-14 max.): 3-5, 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 5-11, 6-10, 7-9 REACTIONS (size)9= Mechanical, 15=0-3-8 Max Horiz 15=240 (LC 9) Max Uplift 9=-29 (LC 9), 15=-37 (LC 12) Max Grav 9=1372 (LC 2), 15=1316 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-15=-31/21, 1-2=-75/47, 2-16=-1388/8, 3-16=-1329/31, 3-17=-1044/57, 4-17=-1046/57, 4-5=-1765/29, 5-18=-2396/87, 6-18=-2348/111, 6-19=-761/89, 7-19=-762/89, 7-8=-95/102, 8-9=-136/47 BOT CHORD 14-15=-288/733, 13-14=-166/1602, 12-13=-166/1602, 11-12=-166/1602, 11-20=-119/1067, 20-21=-119/1067, 10-21=-119/1067, 10-22=-78/761, 9-22=-78/761 WEBS 2-15=-1379/52, 2-14=-31/429, 3-14=0/632, 4-14=-850/59, 4-13=0/154, 4-11=0/275, 5-11=-1664/131, 6-11=-83/1944, 6-10=-587/79, 7-10=0/871, 7-9=-1414/40 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 1-6-11, Interior (1) 1-6-11 to 5-7-0, Exterior(2R) 5-7-0 to 8-7-10, Interior (1) 8-7-10 to 19-6-0, Exterior(2R) 19-6-0 to 22-6-10, Interior (1) 22-6-10 to 30-4-12 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 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 37 lb uplift at joint 15 and 29 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 Panda 308 Jackson's Grant-Roof Trusses I42163591C4Roof Special 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:00 Page: 1 ID:10i0BmLqrj8in9qRYzE5pzyutdI-fV?Nn0tj3TVosrKrBL1Ur3Z1mMLQfrUFxFZOmzyusL9 July 27,2020 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 =2x4 =3x5 =4x5 =4x5 =3x8 =3x8 =2x4 =5x10 =MT18HS 10x12 =3x5 =8x10 =3x5 =3x5 =3x5 =2x4 19 20 15 14 13 12 11 10 9 21 2 1 4163 517 7 8186 1-6-11 1-6-11 2-0-5 3-7-0 3-5-8 17-6-0 5-2-12 8-9-12 5-2-12 14-0-8 6-4-8 23-10-8 6-8-0 30-6-8 3-8-12 3-8-12 5-1-0 13-10-12 5-1-0 8-9-12 6-8-0 30-6-8 9-11-12 23-10-87-6-44-2-157-4-50-1-150-1-152-11-62-11-61-6-54-5-110-1-154-7-112-8-107-4-50-1-157-6-4Scale = 1:57.5 Plate Offsets (X, Y):[3:0-2-8,0-1-5], [5:0-3-8,0-2-7], [6:0-7-11,Edge], [12:0-1-12,0-1-8] 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 0.52 Vert(LL)-0.39 10-12 >932 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.91 Vert(CT)-0.69 10-12 >527 180 MT18HS 197/144 BCLL 0.0*Rep Stress Incr YES WB 0.95 Horz(CT)0.07 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 156 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-9:2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except*15-1,15-2,14-2,14-3,4-13,12-5:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-4 max.): 3-5, 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:2-2-0 oc bracing: 12-13. WEBS 1 Row at midpt 6-10, 7-9 REACTIONS (size)9= Mechanical, 15=0-3-8 Max Horiz 15=193 (LC 9) Max Uplift 9=-32 (LC 9), 15=-34 (LC 12) Max Grav 9=1361 (LC 2), 15=1319 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-15=-55/33, 1-2=-61/53, 2-3=-1278/1, 3-16=-1011/17, 4-16=-1013/17, 4-5=-2442/0, 5-17=-3307/30, 6-17=-3218/54, 6-18=-1070/63, 7-18=-1071/63, 7-8=-81/83, 8-9=-162/49 BOT CHORD 14-15=-222/696, 13-14=-142/2009, 12-13=-142/2009, 11-12=-106/1392, 11-19=-106/1392, 19-20=-106/1392, 10-20=-106/1392, 10-21=-60/1070, 9-21=-60/1070 WEBS 2-15=-1396/16, 2-14=-25/505, 3-14=0/617, 4-14=-1292/41, 4-13=0/154, 4-12=0/558, 5-12=-2239/95, 6-12=-33/2492, 6-10=-484/68, 7-10=0/765, 7-9=-1562/21 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 1-6-11, Interior (1) 1-6-11 to 3-7-0, Exterior(2R) 3-7-0 to 6-7-10, Interior (1) 6-7-10 to 17-6-0, Exterior(2R) 17-6-0 to 20-6-10, Interior (1) 20-6-10 to 30-4-12 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 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 15 and 32 lb uplift at joint 9. 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 Panda 308 Jackson's Grant-Roof Trusses I42163592C5Roof Special 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:00 Page: 1 ID:si67aSqwQ?A1aJu7uNxURPyutcg-fV?Nn0tj3TVosrKrBL1Ur3Z_VMJmfqFFxFZOmzyusL9 July 27,2020 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 =2x4 =3x5 =6x8 =4x5 =4x8 =2x4 =MT18HS 10x12 =3x5 =MT20HS 3x12 =4x8 =5x8 =3x10 =2x4 =3x5 =3x5 15 14 13 12 11 10 18 9 8 32 416 1 6 7175 1-7-0 1-7-0 3-5-8 15-6-0 5-2-12 6-9-12 5-2-12 12-0-8 7-6-4 23-0-4 7-6-4 30-6-8 1-8-12 1-8-12 3-2-0 15-4-4 5-1-0 6-9-12 5-4-8 12-2-4 7-6-4 30-6-8 7-8-0 23-0-45-10-44-2-155-8-50-1-70-1-150-1-152-9-112-9-110-1-72-11-20-0-92-11-112-8-105-8-50-1-155-10-4Scale = 1:58.1 Plate Offsets (X, Y):[4:0-5-0,0-2-4], [5:0-4-0,0-1-4], [11:0-5-12,0-1-8] 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 0.73 Vert(LL)-0.23 12-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.92 Vert(CT)-0.43 12-13 >854 180 MT18HS 197/144 BCLL 0.0*Rep Stress Incr YES WB 0.88 Horz(CT)0.10 8 n/a n/a MT20HS 148/108 BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 141 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-8:2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except*15-1,15-2,14-2,3-13,12-4,10-4:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-14 oc purlins, except end verticals, and 2-0-0 oc purlins (2-6-10 max.): 2-4, 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:2-2-0 oc bracing: 10-12. WEBS 1 Row at midpt 3-14, 6-8 REACTIONS (size)8= Mechanical, 15=0-3-8 Max Horiz 15=146 (LC 9) Max Uplift 8=-36 (LC 9), 15=-28 (LC 12) Max Grav 8=1309 (LC 2), 15=1295 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-15=-30/31, 1-2=-82/43, 2-3=-794/6, 3-4=-3669/0, 4-16=-2495/0, 5-16=-2395/0, 5-17=-1850/24, 6-17=-1852/23, 6-7=-73/62, 7-8=-184/52 BOT CHORD 14-15=-155/729, 13-14=-98/2760, 12-13=-98/2760, 11-12=-61/3648, 10-11=-61/3648, 10-18=-63/1453, 9-18=-63/1453, 8-9=-63/1453 WEBS 2-15=-1480/0, 2-14=0/1115, 3-14=-2195/27, 3-13=0/232, 3-12=-18/1001, 4-12=-342/47, 6-8=-1771/37, 5-10=0/1317, 4-10=-2234/19, 6-10=-33/485, 6-9=0/377 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 1-7-0, Interior (1) 1-7-0 to 15-6-0, Exterior(2R) 15-6-0 to 18-6-10, Interior (1) 18-6-10 to 30-4-12 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 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 15 and 36 lb uplift at joint 8. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)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 Panda 308 Jackson's Grant-Roof Trusses I42163593C6Roof Special 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:01 Page: 1 ID:7tvNarnXGnb20CHGNOrT?Zyuta8-7hZl_LtLqmdfU?v1k3YjOH66qmfuOIcPAvIxIPyusL8 July 27,2020 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 =2x4 =4x8 =2x4 12 11 10 9 8 7 1 13 3 4 5 15 6142 3-7-8 3-7-8 5-4-1 8-11-9 5-5-13 14-5-7 5-7-9 20-1-0 3-5-12 3-5-12 5-5-13 14-5-7 5-5-13 8-11-9 5-7-9 20-1-04-8-11-7-134-6-20-1-154-6-24-6-20-1-154-8-1Scale = 1:40.8 Plate Offsets (X, Y):[2:0-4-0,0-1-4] 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 0.32 Vert(LL)-0.03 7-8 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.34 Vert(CT)-0.06 7-8 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.80 Horz(CT)0.02 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 93 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 7-5,9-2,8-3:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (5-7-10 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)7= Mechanical, 12=0-3-8 Max Horiz 12=116 (LC 9) Max Uplift 7=-55 (LC 9) Max Grav 7=792 (LC 1), 12=792 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-13=-767/17, 2-13=-648/32, 2-14=-965/56, 3-14=-967/55, 3-4=-796/55, 4-5=-796/55, 5-15=-58/52, 6-15=-58/52, 6-7=-143/41, 1-12=-766/9 BOT CHORD 11-12=-163/134, 10-11=-88/552, 9-10=-88/552, 8-9=-104/965, 7-8=-83/796 WEBS 5-7=-982/72, 1-11=-15/567, 2-11=-130/64, 3-9=-235/108, 2-9=-67/552, 3-8=-213/27, 5-8=0/333 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 3-7-8, Exterior(2R) 3-7-8 to 7-10-7, Interior (1) 7-10-7 to 19-11-4 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 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. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163594C7Half Hip 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:01 Page: 1 ID:uhwqqO5DOTkVW2h3L8oKWryutZl-7hZl_LtLqmdfU?v1k3YjOH6DKmo2OJsPAvIxIPyusL8 July 27,2020 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 =3x10 =2x4 =3x5 =5x6 =3x8 =4x6 =3x8 =2x4 =2x4 =3x8 =4x6 =2x4 =3x8 =4x5 =2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1 15 14 13 12 27 28 11 29 30 10 31 32 9 26 2 4 19 20 5 21 6 22 7 23 24 25 81817163 1-5-0 1-5-0 1-10-4 3-3-4 4-5-6 12-3-12 4-5-6 16-9-2 4-7-2 7-10-6 4-7-2 21-4-4 0-1-12 1-5-0 1-3-4 1-3-4 2-0-0 3-5-0 4-5-6 12-3-12 4-5-6 7-10-6 4-5-6 16-9-2 4-7-2 21-4-40-7-23-3-133-3-13Scale = 1:44.5 Plate Offsets (X, Y):[1:0-5-8,Edge], [3:0-3-0,0-2-1] 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)0.05 11-12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.26 Vert(CT)-0.07 11-12 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.64 Horz(CT)0.02 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 115 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 *Except* 1-3:2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)9= Mechanical, 15=0-3-8 Max Horiz 15=80 (LC 32) Max Uplift 9=-285 (LC 9), 15=-254 (LC 9) Max Grav 9=784 (LC 1), 15=905 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-68/39, 2-3=-660/256, 3-16=-497/209, 16-17=-498/210, 17-18=-498/210, 4-18=-499/210, 4-19=-1386/521, 19-20=-1386/521, 5-20=-1386/521, 5-21=-1386/521, 6-21=-1386/521, 6-22=-1386/521, 7-22=-1386/521, 7-23=-45/40, 23-24=-45/40, 24-25=-45/40, 8-25=-45/40, 8-9=-118/66 BOT CHORD 1-15=-22/59, 14-15=-92/83, 13-14=-509/1235, 13-26=-509/1235, 12-26=-509/1235, 12-27=-509/1235, 27-28=-509/1235, 11-28=-509/1235, 11-29=-393/995, 29-30=-393/995, 10-30=-393/995, 10-31=-393/995, 31-32=-393/995, 9-32=-393/995 WEBS 3-14=-16/228, 4-14=-880/337, 4-12=0/177, 4-11=-56/178, 5-11=-250/170, 7-11=-180/459, 7-10=0/187, 7-9=-1156/440, 2-14=-211/599, 2-15=-784/256 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) 0-0-0 to 3-3-4, Exterior(2R) 3-3-4 to 7-6-3, Interior (1) 7-6-3 to 21-2-8 zone; cantilever left and 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. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 285 lb uplift at joint 9 and 254 lb uplift at joint 15. 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. 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: 1-3=-60, 3-8=-60, 1-9=-20 Concentrated Loads (lb) Vert: 14=2 (B), 12=1 (B), 26=1 (B), 27=1 (B), 28=1 (B), 29=1 (B), 30=1 (B), 31=1 (B), 32=1 (B) Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163595CGHalf Hip Girder 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:02 Page: 1 ID:bt21UdQ91m8gFCFFQJnf6XyutZK-cu77Chuzb4lW59UDIm3ywUeRAA9O7ofYPZ2UqryusL7 July 27,2020 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 =3x5 =2x4 =2x4 =2x4 =2x4 =5x6 =4x5 =2x4 =2x4 =2x4 =2x4 =3x5 1 92 14 13 12 11 10 8 3 7 4 6 15 16 5 0-7-4 -0-7-4 0-7-4 19-10-7 9-7-9 9-7-9 9-7-9 19-3-3 19-3-38-6-100-4-138-5-2Scale = 1:59.1 Plate Offsets (X, Y):[2:0-3-1,0-1-8], [8:0-3-1,0-1-8], [12:0-3-0,0-3-0] 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 0.17 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.19 Horz(CT)0.00 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 74 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 12-5:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=19-3-3, 8=19-3-3, 10=19-3-3, 11=19-3-3, 12=19-3-3, 13=19-3-3,14=19-3-3 Max Horiz 2=-153 (LC 10) Max Uplift 2=-48 (LC 10), 8=-17 (LC 11), 10=-82 (LC 13), 11=-113 (LC 13), 13=-113 (LC 12), 14=-83 (LC 12) Max Grav 2=122 (LC 21), 8=107 (LC 22), 10=313 (LC 20), 11=454 (LC 20), 12=373 (LC 22), 13=454 (LC 19), 14=314 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=-178/126, 3-4=-161/98,4-15=-142/104, 5-15=-86/132, 5-16=-86/113,6-16=-131/85, 6-7=-126/60, 7-8=-146/79,8-9=0/13 BOT CHORD 2-14=-50/122, 13-14=-50/122, 12-13=-50/122, 11-12=-50/122, 10-11=-50/122, 8-10=-50/122 WEBS 5-12=-167/5, 4-13=-280/162, 3-14=-205/124,6-11=-279/162, 7-10=-204/124 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) 0-2-14 to 3-2-14, Interior (1) 3-2-14 to 10-3-2, Exterior(2R) 10-3-2 to 13-3-2, Interior (1) 13-3-2 to 20-3-7 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)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 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, with BCDL = 10.0psf. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 2, 113 lb uplift at joint 13, 83 lb uplift at joint 14, 113 lb uplift at joint 11, 82 lb uplift at joint 10 and 17 lb uplift at joint 8. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163596CPPiggyback4120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:03 Page: 1 ID:4SZsQ7r9kQfVk_8nlK58mEyuw2t-44hVP1vcMOtNjJ3QsUaBTiBb7ZXVsNxidDn2NHyusL6 July 27,2020 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 =3x5 =2x4 =2x4 =2x4 =2x4 =5x6 =4x5 =2x4 =2x4 =2x4 =2x4 =3x5 1 92 14 13 12 11 10 8 3 7 4 6 15 16 5 0-3-8 9-9-5 0-7-4 19-10-7 0-7-4 -0-7-4 9-5-13 9-5-13 9-5-13 19-3-3 19-3-38-5-30-4-138-3-11Scale = 1:59 Plate Offsets (X, Y):[12:0-3-0,0-3-0] 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 0.09 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.05 Horiz(TL)0.00 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 148 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=20-6-5, 2=20-6-5, 8=20-6-5, 9=20-6-5, 10=20-6-5, 11=20-6-5,12=20-6-5, 13=20-6-5, 14=20-6-5 Max Horiz 1=-153 (LC 8) Max Uplift 1=-90 (LC 8), 2=-8 (LC 11), 8=-30 (LC 11), 9=-4 (LC 13), 10=-84 (LC 13), 11=-112 (LC 13), 13=-113 (LC 12), 14=-85 (LC 12) Max Grav 1=113 (LC 11), 2=85 (LC 13), 8=100 (LC 13), 9=33 (LC 1), 10=320 (LC 20), 11=453 (LC 20), 12=365 (LC 22), 13=453 (LC 19), 14=322 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-189/183, 2-3=-180/124, 3-4=-165/94, 4-15=-146/101, 5-15=-87/129, 5-16=-87/109, 6-16=-137/82, 6-7=-132/56, 7-8=-150/80, 8-9=-16/8 BOT CHORD 2-14=-51/126, 13-14=-51/126,12-13=-51/126, 11-12=-51/126,10-11=-51/126, 8-10=-51/126 WEBS 5-12=-160/5, 4-13=-279/162, 3-14=-209/126, 6-11=-279/162, 7-10=-208/125 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: 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) 0-2-14 to 3-2-14, Interior (1) 3-2-14 to 10-3-2, Exterior(2R) 10-3-2 to 13-3-2, Interior (1) 13-3-2 to 20-3-7 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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 1, 4 lb uplift at joint 9, 8 lb uplift at joint 2, 30 lb uplift at joint 8, 113 lb uplift at joint 13, 85 lb uplift at joint 14, 112 lb uplift at joint 11 and 84 lb uplift at joint 10. 12)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13)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 Panda 308 Jackson's Grant-Roof Trusses I42163597CP1Piggyback1220070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:03 Page: 1 ID:NoUVuWwY4aYV33A7fIjnYjyuw2m-44hVP1vcMOtNjJ3QsUaBTiBcSZYdsPBidDn2NHyusL6 THIS TRUSS IS DESIGNED TO SUPPORT ONLY 2'-0" OF UNIFORM LOAD AS SHOWN. July 27,2020 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 =3x5 =2x4 =2x4 =2x4 =4x5 =3x5 =2x4 =4x5 =2x4 =2x4 =3x5 1 82 13 17 12 11 10 18 9 7 1614 3 6 5415 0-7-4 -0-7-4 0-7-4 19-10-7 3-11-8 11-7-5 7-7-13 19-3-3 7-7-13 7-7-13 19-3-36-10-130-4-130-1-156-7-66-7-60-1-156-9-5Scale = 1:47.6 Plate Offsets (X, Y):[2:0-3-1,0-1-8], [4:0-2-8,0-1-5], [5:0-2-8,0-1-5], [7:0-3-1,0-1-8] 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 0.17 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.15 Horz(CT)0.00 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 71 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 13-3,9-6:2x4 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=19-3-3, 7=19-3-3, 9=19-3-3, 10=19-3-3, 12=19-3-3, 13=19-3-3 Max Horiz 2=-122 (LC 10) Max Uplift 2=-14 (LC 8), 9=-116 (LC 13), 12=-5 (LC 9), 13=-117 (LC 12) Max Grav 2=186 (LC 20), 7=169 (LC 1), 9=453 (LC 20), 10=369 (LC 28), 12=378 (LC 22), 13=452 (LC 19) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/13, 2-14=-131/81, 3-14=-76/109, 3-4=-138/117, 4-15=-80/103, 5-15=-80/103, 5-6=-133/98, 6-16=-41/66, 7-16=-109/33, 7-8=0/13 BOT CHORD 2-13=-40/86, 13-17=-40/86, 12-17=-40/86, 11-12=-40/86, 10-11=-40/86, 10-18=-40/86, 9-18=-40/86, 7-9=-40/86 WEBS 5-10=-205/25, 4-12=-208/54, 3-13=-281/161, 6-9=-280/160 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) 0-2-14 to 3-2-14, Interior (1) 3-2-14 to 8-3-6, Exterior(2E) 8-3-6 to 12-2-14, Exterior (2R) 12-2-14 to 16-2-14, Interior (1) 16-2-14 to 20-3-7 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)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 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, with BCDL = 10.0psf. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 2, 5 lb uplift at joint 12, 117 lb uplift at joint 13 and 116 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 Panda 308 Jackson's Grant-Roof Trusses I42163598CP2Piggyback1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:04 Page: 1 ID:k6wWnI0?uEtksu3QxBKuBhyuw1M-YGFucNwE7h?ELTecPB5Q?vkmszsrbqtrstXbvkyusL5 July 27,2020 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 =3x5 =2x4 =2x4 =2x4 =4x5 =5x6 =2x4 =4x5 =2x4 =2x4 =2x4 =3x5 1 92 14 13 12 11 10 8 3 7 1615 54 6 0-7-4 19-10-7 0-7-4 -0-7-4 5-7-13 5-7-13 5-7-13 19-3-3 7-11-8 13-7-5 19-3-35-2-130-4-130-1-154-11-64-11-60-1-155-1-5Scale = 1:43.5 Plate Offsets (X, Y):[2:0-3-1,0-1-8], [4:0-2-8,0-1-5], [6:0-2-8,0-1-5], [8:0-3-1,0-1-8], [12:0-3-0,0-3-0] 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 0.18 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.13 Horz(CT)0.00 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 67 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.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=19-3-3, 8=19-3-3, 10=19-3-3, 11=19-3-3, 12=19-3-3, 13=19-3-3, 14=19-3-3 Max Horiz 2=91 (LC 11) Max Uplift 2=-38 (LC 8), 8=-13 (LC 9), 10=-100 (LC 13), 12=-33 (LC 8), 14=-101 (LC 12) Max Grav 2=88 (LC 21), 8=75 (LC 22), 10=347 (LC 20), 11=336 (LC 28), 12=432 (LC 28), 13=342 (LC 19), 14=348 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=-103/94, 3-15=-130/61, 4-15=-62/89, 4-5=-65/104, 5-6=-65/104, 6-16=-53/88, 7-16=-127/61, 7-8=-78/55, 8-9=0/13 BOT CHORD 2-14=-26/66, 13-14=-26/66, 12-13=-26/66, 11-12=-26/66, 10-11=-26/66, 8-10=-26/66 WEBS 5-12=-272/80, 4-13=-194/50, 3-14=-243/171,6-11=-194/27, 7-10=-242/171 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) 0-2-14 to 3-2-14, Exterior(2N) 3-2-14 to 6-3-6, Corner(3R) 6-3-6 to 9-3-6, Exterior(2N) 9-3-6 to 14-2-14, Corner(3R) 14-2-14 to 17-2-14, Exterior(2N) 17-2-14 to 20-3-7 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)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 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, with BCDL = 10.0psf. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 2, 33 lb uplift at joint 12, 101 lb uplift at joint 14, 100 lb uplift at joint 10 and 13 lb uplift at joint 8. 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 Panda 308 Jackson's Grant-Roof Trusses I42163599CP3Piggyback1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:04 Page: 1 ID:kNSyL6DfuS1JPVshRG8tOHyuw15-YGFucNwE7h?ELTecPB5Q?vkmgzskbq7rstXbvkyusL5 July 27,2020 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 =3x5 =3x5 =5x6 =3x5 =3x5 1 112 16 15 14 13 12 10 93 1817 5 6 7 84 0-7-4 -0-7-4 0-7-4 19-10-7 3-7-13 19-3-3 3-7-13 3-7-13 11-11-8 15-7-5 19-3-33-6-130-4-130-1-153-3-63-3-60-1-153-5-5Scale = 1:39.6 Plate Offsets (X, Y):[2:0-3-1,0-1-8], [4:0-2-11,Edge], [8:0-2-11,Edge], [10:0-3-1,0-1-8], [14:0-3-0,0-3-0] 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 0.16 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.07 Horz(CT)0.00 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 60 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.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=19-3-3, 10=19-3-3, 12=19-3-3, 13=19-3-3, 14=19-3-3, 15=19-3-3, 16=19-3-3 Max Horiz 2=-60 (LC 10) Max Uplift 2=-8 (LC 8), 10=-4 (LC 9), 12=-45 (LC 13), 13=-12 (LC 8), 14=-25 (LC 8), 15=-14 (LC 9), 16=-47 (LC 12) Max Grav 2=139 (LC 1), 10=139 (LC 1), 12=214 (LC 26), 13=299 (LC 26), 14=331 (LC 26), 15=299 (LC 25), 16=216 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=-141/35, 3-17=-160/46, 4-17=-113/54, 4-5=-91/59, 5-6=-89/58, 6-7=-89/58, 7-8=-91/59, 8-18=-114/54, 9-18=-160/46, 9-10=-141/29, 10-11=0/13 BOT CHORD 2-16=-13/100, 15-16=-13/100, 14-15=-13/100, 13-14=-13/100, 12-13=-13/100, 10-12=-13/100 WEBS 6-14=-252/81, 5-15=-216/64, 3-16=-148/98, 7-13=-216/62, 9-12=-147/97 NOTES 1)Unbalanced roof live loads have been considered forthis 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) 0-2-14 to 3-2-14, Exterior(2N) 3-2-14 to 4-3-6, Corner(3R) 4-3-6 to 7-3-6, Exterior(2N) 7-3-6 to 16-2-14, Corner(3R) 16-2-14 to 19-2-14, Exterior(2N) 19-2-14 to 20-3-7 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)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* 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. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 2, 25 lb uplift at joint 14, 14 lb uplift at joint 15, 47 lb uplift at joint 16, 12 lb uplift at joint 13, 45 lb uplift at joint 12 and 4 lb uplift at joint 10. 11)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. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163600CP4Piggyback1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:05 Page: 1 ID:OyivR1as3MgCOzaGds9g3Oyuw0e-0SpGqjwsu?75ydCozucfY7GxmNDeKIJ_5XG9RAyusL4 July 27,2020 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 =3x5 =2x4 =4x5 =2x4 =2x4 =2x4 =5x6 =2x4 =2x4 =2x4 =4x5 =3x5 1 92 14 13 12 11 10 8 4 5 6 73 0-7-4 -0-7-4 0-7-4 19-10-7 1-7-13 19-3-3 1-7-13 1-7-13 15-11-8 17-7-5 19-3-31-10-130-4-130-1-151-7-61-7-60-1-151-9-5Scale = 1:39.8 Plate Offsets (X, Y):[2:0-3-1,0-1-8], [3:0-2-8,0-1-5], [7:0-2-8,0-1-5], [8:0-3-1,0-1-8], [12:0-3-0,0-3-0] 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 0.17 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.06 Horz(CT)0.00 8 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 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.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=19-3-3, 8=19-3-3, 10=19-3-3, 11=19-3-3, 12=19-3-3, 13=19-3-3, 14=19-3-3 Max Horiz 2=-30 (LC 10) Max Uplift 2=-11 (LC 13), 8=-16 (LC 13), 10=-2 (LC 13), 11=-26 (LC 13), 12=-17 (LC 8), 13=-25 (LC 12), 14=-10 (LC 12) Max Grav 2=69 (LC 1), 8=70 (LC 1), 10=229 (LC 26), 11=345 (LC 25), 12=309 (LC 1), 13=344 (LC 26), 14=227 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=-41/37, 3-4=-21/25, 4-5=-20/24, 5-6=-18/24, 6-7=-19/25, 7-8=-36/29, 8-9=0/13 BOT CHORD 2-14=-8/20, 13-14=-9/22, 12-13=-9/22, 11-12=-9/21, 10-11=-9/21, 8-10=-9/21 WEBS 7-10=-160/41, 6-11=-262/76, 5-12=-230/64,4-13=-261/75, 3-14=-159/48 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) 0-2-14 to 2-3-6, Exterior(2R) 2-3-6 to 6-2-14, Interior (1) 6-2-14 to 18-2-14, Exterior(2E) 18-2-14 to 20-3-7 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)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 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 16 lb uplift at joint 8, 2 lb uplift at joint 10, 26 lb uplift at joint 11, 17 lb uplift at joint 12, 25 lb uplift at joint 13, 10 lb uplift at joint 14 and 11 lb uplift at joint 2. 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 Panda 308 Jackson's Grant-Roof Trusses I42163601CP5Piggyback1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:05 Page: 1 ID:lTYfdM2JtLbgZy2mQYMq8dyuw01-0SpGqjwsu?75ydCozucfY7GxaNDjKJU_5XG9RAyusL4 July 27,2020 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 =3x5 =3x5 =5x6 =3x5 =3x5 1 112 16 15 14 13 12 10 3 9 17 18 84 6 75 0-7-4 19-10-7 0-7-4 -0-7-4 0-7-8 9-11-5 9-3-13 9-3-13 9-3-13 19-3-3 19-3-38-3-80-4-130-1-158-0-18-0-10-1-158-2-0Scale = 1:57.3 Plate Offsets (X, Y):[2:0-3-1,0-1-8], [5:0-2-11,Edge], [7:0-2-11,Edge], [10:0-3-1,0-1-8], [14:0-3-0,0-3-0] 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 0.16 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.15 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.18 Horz(CT)0.00 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 74 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 14-6:2x4 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.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=19-3-3, 10=19-3-3, 12=19-3-3, 13=19-3-3, 14=19-3-3, 15=19-3-3, 16=19-3-3 Max Horiz 2=-147 (LC 10) Max Uplift 2=-45 (LC 8), 10=-16 (LC 9), 12=-84 (LC 13), 13=-105 (LC 13), 15=-106 (LC 12), 16=-84 (LC 12) Max Grav 2=124 (LC 21), 10=109 (LC 22), 12=315 (LC 20), 13=445 (LC 20), 14=374 (LC 22), 15=446 (LC 19), 16=316 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=-169/120, 3-17=-165/66, 4-17=-104/91, 4-5=-140/150, 5-6=-91/139, 6-7=-91/139, 7-8=-136/150, 8-18=-71/50, 9-18=-132/22, 9-10=-139/75, 10-11=0/13 BOT CHORD 2-16=-47/116, 15-16=-47/116, 14-15=-47/116, 13-14=-47/116, 12-13=-47/116, 10-12=-47/116 WEBS 6-14=-168/3, 4-15=-272/165, 3-16=-208/155, 8-13=-271/165, 9-12=-207/155 NOTES 1)Unbalanced roof live loads have been considered forthis 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) 0-2-14 to 3-2-14, Exterior(2N) 3-2-14 to 9-11-6, Corner(3E) 9-11-6 to 10-6-14, Corner (3R) 10-6-14 to 13-6-14, Exterior(2N) 13-6-14 to 20-3-7 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)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* 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. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 2, 106 lb uplift at joint 15, 84 lb uplift at joint 16, 105 lb uplift at joint 13, 84 lb uplift at joint 12 and 16 lb uplift at joint 10. 11)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. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163602CP6Piggyback1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:06 Page: 1 ID:6iuzEtJ6h6MYCLk_iAl_1Gyuw?h-0SpGqjwsu?75ydCozucfY7GxkNCyKHf_5XG9RAyusL4 July 27,2020 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 =3x5 =3x5 =4x5 =3x5 =4x5 =3x5 =3x5 1 152 25 24 23 22 21 20 19 18 17 16 14 4 5 63 7 2613 8 12 10 119 0-7-4 29-8-15 0-7-4 -0-7-4 1-1-13 1-1-13 4-7-8 21-9-13 6-2-0 17-2-5 7-3-13 29-1-11 9-10-8 11-0-5 29-1-116-7-80-4-130-1-150-1-151-2-61-2-60-1-151-4-54-11-126-4-10-1-156-6-0Scale = 1:56.3 Plate Offsets (X, Y):[2:0-3-1,0-1-8], [3:0-2-11,Edge], [7:0-2-5,Edge], [9:0-2-8,0-1-5], [11:0-2-11,Edge], [14:0-3-1,0-1-8] 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 0.10 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.12 Horz(CT)0.00 14 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 102 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 19-9,18-10:2x4 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.): 3-7, 9-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=29-1-11, 14=29-1-11, 16=29-1-11, 17=29-1-11, 18=29-1-11, 19=29-1-11, 20=29-1-11, 22=29-1-11, 23=29-1-11, 24=29-1-11, 25=29-1-11 Max Horiz 2=-117 (LC 10) Max Uplift 16=-95 (LC 13), 17=-16 (LC 13), 18=-11 (LC 8), 20=-92 (LC 12), 23=-19 (LC 8), 24=-20 (LC 8), 25=-63 (LC 12) Max Grav 2=118 (LC 20), 14=152 (LC 19), 16=329 (LC 20), 17=288 (LC 20), 18=311 (LC 28), 19=277 (LC 22), 20=351 (LC 19), 22=252 (LC 20),23=258 (LC 2), 24=262 (LC 2),25=221 (LC 27) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/13, 2-3=-114/48, 3-4=-80/38, 4-5=-80/38, 5-6=-80/38, 6-7=-81/40, 7-8=-98/72, 8-9=-91/97, 9-10=-65/96, 10-11=-65/95, 11-12=-82/95, 12-13=-95/66, 13-26=-78/84, 14-26=-105/60, 14-15=0/13 BOT CHORD 2-25=-47/101, 24-25=-47/101, 23-24=-47/101, 22-23=-47/101, 21-22=-58/105, 20-21=-58/105, 19-20=-58/105, 18-19=-58/105, 17-18=-58/105, 16-17=-58/105, 14-16=-58/105 WEBS 9-19=-148/23, 8-20=-223/128, 7-22=-180/35, 6-23=-183/55, 5-24=-186/56, 4-25=-146/87, 10-18=-189/47, 12-17=-165/53, 13-16=-209/129 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) 0-2-14 to 1-9-6, Corner(3R) 1-9-6 to 4-9-6, Exterior(2N) 4-9-6 to 17-9-14, Corner(3R) 17-9-14 to 20-9-14, Exterior(2N) 20-9-14 to 22-5-6, Corner(3R) 22-5-6 to 25-5-6, Exterior(2N) 25-5-6 to 30-1-15 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)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 3-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* 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. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at joint 20, 19 lb uplift at joint 23, 20 lb uplift at joint 24, 63 lb uplift at joint 25, 11 lb uplift at joint 18, 16 lb uplift at joint 17 and 95 lb uplift at joint 16. 11)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. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163603CP7Piggyback1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:06 Page: 1 ID:tnQr3FpSo0fbFoy3A_Vqk6yuw?1-UfMe13xUfJFyamn?Xc8u5Kp7QnZB3lk8JB0izcyusL3 July 27,2020 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 =3x5 =3x5 =3x5 =3x5 =3x5 =3x5 =4x5 =3x5 1 172 27 26 25 24 2322 21 20 19 18 16 3 28 29 5 6 74 8 9 15 11 1210 13 14 0-7-4 29-8-15 0-7-4 -0-7-4 1-4-0 22-5-13 2-2-0 15-2-5 3-1-13 3-1-13 5-11-8 21-1-13 6-7-13 29-1-11 9-10-8 13-0-5 29-1-116-0-130-4-130-1-150-1-152-10-62-10-60-1-153-0-51-7-124-8-10-1-154-10-01-1-55-11-5Scale = 1:56.2 Plate Offsets (X, Y):[2:0-3-1,0-1-8], [4:0-2-11,Edge], [8:0-2-5,Edge], [10:0-2-11,Edge], [13:0-2-5,Edge], [16:0-3-1,0-1-8] 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 0.14 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.09 Horz(CT)0.01 16 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 104 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 19-14:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-8, 10-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=29-1-11, 16=29-1-11, 18=29-1-11, 19=29-1-11, 20=29-1-11, 21=29-1-11, 22=29-1-11, 24=29-1-11, 25=29-1-11, 26=29-1-11, 27=29-1-11 Max Horiz 2=108 (LC 11) Max Uplift 2=-2 (LC 8), 18=-101 (LC 13), 20=-44 (LC 12), 21=-3 (LC 12), 22=-21 (LC 12), 24=-20 (LC 8), 25=-17 (LC 8), 26=-36 (LC 12), 27=-73 (LC 12) Max Grav 2=89 (LC 21), 16=173 (LC 19), 18=387 (LC 20), 19=243 (LC 20), 20=325 (LC 27), 21=271 (LC 27), 22=253 (LC 2), 24=259 (LC 2),25=251 (LC 2), 26=264 (LC 27),27=245 (LC 19) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/13, 2-3=-120/64, 3-28=-70/4, 4-28=-34/18, 4-5=-24/11, 5-6=-24/10, 6-7=-24/10, 7-8=-24/11, 8-9=-29/58, 9-10=-65/36, 10-11=-27/39, 11-12=-26/39, 12-13=-28/40, 13-14=-30/56, 14-15=-90/68, 15-29=-74/106, 16-29=-101/61, 16-17=0/13 BOT CHORD 2-27=-62/114, 26-27=-62/114, 25-26=-62/114, 24-25=-62/114, 23-24=-62/114, 22-23=-62/114, 21-22=-62/114, 20-21=-62/114, 19-20=-62/114, 18-19=-62/114, 16-18=-62/114 WEBS 14-19=-143/3, 12-20=-200/80, 11-21=-174/39, 9-22=-181/57, 7-24=-184/56, 6-25=-176/53, 5-26=-186/73, 3-27=-156/104, 15-18=-245/137 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) 0-2-14 to 3-2-14, Exterior(2N) 3-2-14 to 3-9-6, Corner(3R) 3-9-6 to 6-9-6, Exterior(2N)6-9-6 to 15-9-14, Corner(3R) 15-9-14 to 18-9-14,Exterior(2N) 18-9-14 to 23-1-6, Corner(3R) 23-1-6 to26-1-6, Exterior(2N) 26-1-6 to 30-1-15 zone; cantileverleft and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 3-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* 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. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 2, 44 lb uplift at joint 20, 3 lb uplift at joint 21, 21 lb uplift at joint 22, 20 lb uplift at joint 24, 17 lb uplift at joint 25, 36 lb uplift at joint 26, 73 lb uplift at joint 27 and 101 lb uplift at joint 18. 11)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. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163604CP8Piggyback1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:07 Page: 1 ID:P7wK_XD919pviszPbQbaa4yuw_W-UfMe13xUfJFyamn?Xc8u5Kp6nnZz3lI8JB0izcyusL3 July 27,2020 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 =3x5 =3x5 =3x5 =4x8 =4x5 =3x5 1 142 24 23 22 21 2019 18 17 16 15 13 3 25 26 5 6 7 8 94 10 12 11 0-7-4 29-8-15 0-7-4 -0-7-4 3-4-0 22-5-13 3-3-13 3-3-13 6-7-13 29-1-11 15-10-0 19-1-13 29-1-116-0-130-4-130-1-153-0-13-0-10-1-153-2-02-9-55-11-5Scale = 1:55.1 Plate Offsets (X, Y):[2:0-3-1,0-1-8], [4:0-2-11,Edge], [10:0-2-5,Edge], [13:0-3-1,0-1-8] 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 0.14 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.08 Horz(CT)0.00 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 101 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 16-11:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=29-1-11, 13=29-1-11, 15=29-1-11, 16=29-1-11, 17=29-1-11, 18=29-1-11, 19=29-1-11, 21=29-1-11, 22=29-1-11, 23=29-1-11, 24=29-1-11 Max Horiz 2=108 (LC 11) Max Uplift 2=-16 (LC 8), 15=-102 (LC 13), 17=-53 (LC 12), 18=-21 (LC 8), 19=-16 (LC 12), 21=-14 (LC 12), 22=-22 (LC 8), 23=-20 (LC 12), 24=-55 (LC 12) Max Grav 2=104 (LC 20), 13=158 (LC 1), 15=331 (LC 20), 16=195 (LC 1), 17=254 (LC 1), 18=233 (LC 1), 19=242 (LC 25), 21=239 (LC 25),22=241 (LC 1), 23=228 (LC 25),24=195 (LC 19) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/13, 2-3=-104/54, 3-25=-100/27, 4-25=-65/36, 4-5=-51/36, 5-6=-50/36, 6-7=-50/36, 7-8=-50/36, 8-9=-50/36, 9-10=-51/37, 10-11=-90/91, 11-12=-92/99, 12-26=-55/90, 13-26=-116/51, 13-14=0/13 BOT CHORD 2-24=-49/84, 23-24=-49/84, 22-23=-49/84, 21-22=-49/84, 20-21=-49/84, 19-20=-49/84, 18-19=-49/84, 17-18=-49/84, 16-17=-54/91, 15-16=-54/91, 13-15=-54/91 WEBS 11-16=-144/0, 10-17=-193/98, 9-18=-173/56, 8-19=-182/52, 7-21=-179/50, 6-22=-182/57, 5-23=-166/57, 3-24=-144/85, 12-15=-243/138 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) 0-2-14 to 3-2-14, Exterior(2N) 3-2-14 to 3-11-6, Corner(3R) 3-11-6 to 6-11-6, Exterior (2N) 6-11-6 to 23-1-6, Corner(3R) 23-1-6 to 26-1-6, Exterior(2N) 26-1-6 to 30-1-15 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)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 3-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* 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. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 2, 53 lb uplift at joint 17, 21 lb uplift at joint 18, 16 lb uplift at joint 19, 14 lb uplift at joint 21, 22 lb uplift at joint 22, 20 lb uplift at joint 23, 55 lb uplift at joint 24 and 102 lb uplift at joint 15. 11)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. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163605CP9Piggyback1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:07 Page: 1 ID:OwacmTMhUEvNkQ68dFkmRCyuvvA-yrw0FPy6QcNpCwMB5Jf7dYMHXBvMoCgHYrlFW3yusL2 July 27,2020 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 =3x5 =5x6 =3x5 =3x5 =4x5 =3x5 1 152 25 24 23 22 2120 19 18 17 16 14 4 5 6 7 8 9310 26 1311 12 0-7-4 29-8-15 0-7-4 -0-7-4 1-3-13 1-3-13 5-4-0 22-5-13 6-7-13 29-1-11 15-10-0 17-1-13 29-1-116-0-130-4-130-1-151-4-11-4-10-1-151-6-04-5-55-11-5Scale = 1:55.4 Plate Offsets (X, Y):[2:0-3-1,0-1-8], [3:0-3-11,Edge], [10:0-2-5,Edge], [14:0-3-1,0-1-8] 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 0.15 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.08 Horz(CT)0.00 14 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 91 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 17-12:2x4 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.): 3-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)2=29-1-11, 14=29-1-11, 16=29-1-11, 17=29-1-11, 18=29-1-11, 19=29-1-11, 20=29-1-11, 22=29-1-11, 23=29-1-11, 24=29-1-11, 25=29-1-11 Max Horiz 2=108 (LC 11) Max Uplift 2=-12 (LC 8), 16=-103 (LC 13), 18=-78 (LC 12), 19=-21 (LC 8), 20=-16 (LC 12), 22=-14 (LC 8), 23=-15 (LC 12), 24=-19 (LC 8), 25=-59 (LC 12) Max Grav 2=73 (LC 20), 14=146 (LC 26), 16=334 (LC 20), 17=201 (LC 22), 18=264 (LC 19), 19=241 (LC 1), 20=240 (LC 25), 22=241 (LC 1),23=237 (LC 25), 24=251 (LC 1),25=194 (LC 25) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/13, 2-3=-83/69, 3-4=-38/34, 4-5=-49/46, 5-6=-49/46, 6-7=-49/46, 7-8=-49/46, 8-9=-49/46, 9-10=-50/47, 10-11=-57/85, 11-12=-77/106, 12-13=-81/108, 13-26=-36/100, 14-26=-88/49, 14-15=0/13 BOT CHORD 2-25=-52/81, 24-25=-52/81, 23-24=-52/81, 22-23=-52/81, 21-22=-52/81, 20-21=-52/81, 19-20=-52/81, 18-19=-52/81, 17-18=-52/81, 16-17=-52/81, 14-16=-52/81 WEBS 12-17=-147/3, 11-18=-202/114, 9-19=-181/57, 8-20=-180/52, 7-22=-181/50, 6-23=-178/50, 5-24=-190/56, 4-25=-143/87, 13-16=-245/139 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 Corner(3E) 0-2-14 to 1-11-6, Corner(3R) 1-11-6 to 5-1-6, Exterior(2N) 5-1-6 to 23-1-6, Corner(3R) 23-1-6 to 26-1-6, Exterior(2N) 26-1-6 to 30-1-15 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)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 3-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* 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. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 2, 78 lb uplift at joint 18, 21 lb uplift at joint 19, 16 lb uplift at joint 20, 14 lb uplift at joint 22, 15 lb uplift at joint 23, 19 lb uplift at joint 24, 59 lb uplift at joint 25 and 103 lb uplift at joint 16. 11)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. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163606CP10Piggyback1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:08 Page: 1 ID:l9vxN_dUI_gGNooMws7xKqyuvuq-Q1UOSlzkAwVgp4xNe1AMAluSFaFcXfuRnVVp2VyusL1 July 27,2020 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 =3x5 =2x4 =2x4 =2x4 =4x5 =2x4 =2x4 =3x5 712 10 9 8 6 53 1211 4 0-7-4 13-10-15 0-7-4 -0-7-4 6-7-13 13-3-11 6-7-13 6-7-13 13-3-116-0-130-4-135-11-5Scale = 1:42.9 Plate Offsets (X, Y):[2:0-3-1,0-1-8], [6:0-3-1,0-1-8] 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 0.15 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.09 Horz(CT)0.00 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 47 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 9-4:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=13-3-11, 6=13-3-11, 8=13-3-11, 9=13-3-11, 10=13-3-11 Max Horiz 2=-108 (LC 10) Max Uplift 2=-13 (LC 8), 8=-105 (LC 13), 10=-106 (LC 12) Max Grav 2=136 (LC 20), 6=126 (LC 1), 8=325 (LC 20), 9=244 (LC 1), 10=325 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=-126/84, 3-11=-136/67,4-11=-70/95, 4-12=-68/93, 5-12=-131/65,5-6=-101/52, 6-7=0/13 BOT CHORD 2-10=-31/81, 9-10=-31/81, 8-9=-31/81, 6-8=-31/81 WEBS 4-9=-162/0, 3-10=-251/149, 5-8=-250/149 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) 0-2-14 to 3-3-6, Interior (1) 3-3-6 to 7-3-6, Exterior(2R) 7-3-6 to 10-3-6, Interior (1) 10-3-6 to 14-3-15 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 13 lb uplift at joint 2, 106 lb uplift at joint 10 and 105 lb uplift at joint 8. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163607CP11Piggyback1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:08 Page: 1 ID:aJGCe2iFuqQP5jFWG7ELZ5yuvuk-Q1UOSlzkAwVgp4xNe1AMAluSDaFMXfmRnVVp2VyusL1 July 27,2020 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 =3x5 =3x5 =3x5 =4x5 =3x5 =3x5 =3x5 1 122 18 17 16 15 14 13 11 98 10 7 3 54 6 0-7-4 16-10-15 0-7-4 -0-7-4 0-9-13 16-3-11 3-0-0 15-5-13 3-6-0 8-4-13 4-1-0 12-5-13 4-10-13 4-10-13 16-3-114-7-50-4-130-1-150-1-150-11-10-11-10-1-151-1-03-2-144-3-140-1-154-5-13Scale = 1:38.9 Plate Offsets (X, Y):[2:0-3-1,0-1-8], [4:0-2-11,Edge], [6:0-2-8,0-1-5], [8:0-2-5,Edge], [10:0-2-11,Edge], [11:0-3-1,0-1-8] 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 0.11 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.07 Horz(CT)0.00 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 55 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.): 4-6, 8-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)2=16-3-11, 11=16-3-11, 13=16-3-11, 14=16-3-11, 15=16-3-11, 16=16-3-11, 18=16-3-11 Max Horiz 2=80 (LC 11) Max Uplift 2=-17 (LC 13), 13=-17 (LC 13), 14=-59 (LC 13), 16=-28 (LC 9), 18=-70 (LC 12) Max Grav 2=128 (LC 20), 11=79 (LC 20), 13=230 (LC 28), 14=292 (LC 20), 15=278 (LC 28), 16=303 (LC 22), 18=293 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=-92/96, 3-4=-83/95, 4-5=-47/96, 5-6=-47/99, 6-7=-72/90, 7-8=-23/76, 8-9=-19/13, 9-10=-19/12, 10-11=-29/16, 11-12=0/13 BOT CHORD 2-18=-24/55, 17-18=-24/55, 16-17=-24/55,15-16=-24/55, 14-15=-24/55, 13-14=-24/55,11-13=-24/55 WEBS 6-15=-179/25, 5-16=-194/64, 3-18=-189/127, 7-14=-193/121, 9-13=-158/59 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) 0-2-14 to 3-0-6, Exterior(2N) 3-0-6 to 5-6-6, Corner(3R) 5-6-6 to 8-6-6, Exterior(2N) 8-6-6 to 9-0-6, Corner(3R) 9-0-6 to 12-0-6, Exterior(2N) 12-0-6 to 16-1-6, Corner(3E) 16-1-6 to 17-3-15 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)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 3-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* 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. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 2, 28 lb uplift at joint 16, 70 lb uplift at joint 18, 59 lb uplift at joint 14 and 17 lb uplift at joint 13. 11)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. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163608CP12Piggyback1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:09 Page: 1 ID:HVPPIH0BX7qaqtpiMIDg9oyuvuJ-Q1UOSlzkAwVgp4xNe1AMAluTraFtXf_RnVVp2VyusL1 July 27,2020 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 =3x5 =2x4 =2x4 =3x5 =3x5 =2x4 =2x4 =2x4 =4x5 =3x5 =2x4 =2x4 =3x5 1 102 15 14 13 12 11 9 83 6 7171654 0-7-4 -0-7-4 0-7-4 16-10-15 3-1-0 13-5-13 2-9-13 16-3-11 2-10-13 2-10-13 7-6-0 10-4-13 16-3-112-11-50-4-130-0-130-1-150-1-152-7-12-7-10-0-132-7-140-1-22-9-00-0-132-9-13Scale = 1:36.9 Plate Offsets (X, Y):[2:0-3-1,0-1-8], [4:0-2-11,Edge], [7:0-2-11,Edge], [9:0-3-1,0-1-8] 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 0.16 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.06 Horz(CT)0.00 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 49 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.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=16-3-11, 9=16-3-11, 11=16-3-11, 12=16-3-11, 13=16-3-11, 15=16-3-11 Max Horiz 2=-50 (LC 10) Max Uplift 2=-4 (LC 8), 9=-4 (LC 8), 11=-16 (LC 13), 12=-18 (LC 9), 13=-21 (LC 8), 15=-22 (LC 12) Max Grav 2=145 (LC 1), 9=155 (LC 26), 11=189 (LC 20), 12=322 (LC 25), 13=333 (LC 26), 15=214 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=-123/50, 3-4=-121/38, 4-5=-70/31, 5-16=-68/30, 16-17=-69/30, 6-17=-70/29, 6-7=-84/33, 7-8=-135/39, 8-9=-144/39, 9-10=0/13 BOT CHORD 2-15=-21/80, 14-15=-21/80, 13-14=-21/80,12-13=-21/80, 11-12=-25/91, 9-11=-25/91 WEBS 6-12=-240/67, 5-13=-251/70, 3-15=-140/59, 8-11=-116/53 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) 0-2-14 to 3-6-6, Exterior(2R) 3-6-6 to 7-9-5, Interior (1) 7-9-5 to 14-1-6, Exterior(2E) 14-1-6 to 17-3-15 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 4-0-0 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 4 lb uplift at joint 2, 18 lb uplift at joint 12, 21 lb uplift at joint 13, 22 lb uplift at joint 15, 16 lb uplift at joint 11 and 4 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 Panda 308 Jackson's Grant-Roof Trusses I42163609CP13Piggyback1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:09 Page: 1 ID:WmVgK_Y9PLFTUUczNqUlPsyuvte-uE2ng5_MxEdXREWZCkhbizRcn_bcG7Ra09EMaxyusL0 July 27,2020 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 =3x5 =3x5 =3x5 =3x5 =4x5 =3x5 1 112 17 16 15 14 13 12 10 4 5 6 73 8 9 0-7-4 -0-7-4 0-7-4 16-10-15 0-10-13 0-10-13 1-6-4 13-10-9 2-5-1 16-3-11 11-5-8 12-4-5 16-3-112-6-90-4-130-1-150-11-140-11-140-1-151-1-131-3-32-5-1Scale = 1:35 Plate Offsets (X, Y):[2:0-3-1,0-1-8], [3:0-2-11,Edge], [8:0-2-5,Edge], [10:0-3-1,0-1-8] 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 0.10 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.05 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.05 Horz(CT)0.00 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 45 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 10-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)2=16-3-11, 10=16-3-11, 12=16-3-11, 13=16-3-11, 14=16-3-11, 15=16-3-11, 17=16-3-11 Max Horiz 2=-43 (LC 10) Max Uplift 10=-5 (LC 13), 13=-16 (LC 12), 14=-15 (LC 8), 15=-17 (LC 8), 17=-29 (LC 12) Max Grav 2=61 (LC 1), 10=105 (LC 26), 12=263 (LC 1), 13=236 (LC 25), 14=238 (LC 1), 15=243 (LC 1), 17=234 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=-33/45, 3-4=-22/35, 4-5=-23/36, 5-6=-23/36, 6-7=-23/36, 7-8=-22/36, 8-9=-14/90, 9-10=-43/89, 10-11=0/13 BOT CHORD 2-17=-38/64, 16-17=-38/64, 15-16=-38/64,14-15=-38/64, 13-14=-38/64, 12-13=-38/64,10-12=-38/64 WEBS 9-12=-196/68, 7-13=-176/72, 6-14=-178/61, 5-15=-183/65, 4-17=-175/67 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 Corner(3E) 0-2-14 to 1-6-6, Corner(3R) 1-6-6 to 4-6-6, Exterior(2N) 4-6-6 to 14-6-2, Corner(3E) 14-6-2 to 17-3-15 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)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 3-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* 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. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 13, 15 lb uplift at joint 14, 17 lb uplift at joint 15, 29 lb uplift at joint 17 and 5 lb uplift at joint 10. 11)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. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163610CP14Piggyback1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:10 Page: 1 ID:pOykMBqDljG3NARanswNNwyuvtG-uE2ng5_MxEdXREWZCkhbizRdm_cKG7ga09EMaxyusL0 July 27,2020 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 =2x4 =4x5 =2x4 =2x4 51 2 6 4 3 0-7-4 -0-7-4 0-7-4 5-5-7 2-5-1 2-5-1 2-5-1 4-10-3 4-10-32-6-90-4-132-5-1Scale = 1:26.5 Plate Offsets (X, Y):[2:0-2-1,0-1-0], [4:0-2-1,0-1-0] 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 0.08 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.05 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.02 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 17 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=4-10-3, 4=4-10-3, 6=4-10-3 Max Horiz 2=43 (LC 11) Max Uplift 2=-16 (LC 12), 4=-21 (LC 13) Max Grav 2=138 (LC 1), 4=138 (LC 1), 6=159 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=-75/43, 3-4=-72/48, 4-5=0/13 BOT CHORD 2-6=-8/37, 4-6=-8/37 WEBS 3-6=-98/36 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 2 and 21 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 Panda 308 Jackson's Grant-Roof Trusses I42163611CP15Piggyback2120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:10 Page: 1 ID:AMldPuuLaFvMTxKYaQWY4_yuvtB-NQc9tQ_?iXlO3O5mmSCqFA_oiOyb?aHkEp_v7NyusL? July 27,2020 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 =2x4 =3x5 =3x5 =2x4 61 2 5 73 4 0-7-4 -0-7-4 0-7-4 5-5-7 0-7-13 0-7-13 0-7-13 4-10-3 3-6-8 4-2-5 4-10-31-0-130-4-130-1-150-9-60-9-60-1-150-11-5Scale = 1:25.3 Plate Offsets (X, Y):[2:0-2-1,0-1-0], [3:0-2-11,Edge], [4:0-2-11,Edge], [5:0-2-1,0-1-0] 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 0.14 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.18 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 13 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 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=4-10-3, 5=4-10-3 Max Horiz 2=14 (LC 11) Max Uplift 2=-9 (LC 12), 5=-9 (LC 13) Max Grav 2=217 (LC 1), 5=217 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=-283/126, 3-7=-246/109, 4-7=-246/109, 4-5=-283/127, 5-6=0/13 BOT CHORD 2-5=-70/246 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)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 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 9 lb uplift at joint 2 and 9 lb uplift at joint 5. 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 Panda 308 Jackson's Grant-Roof Trusses I42163612CP16Piggyback1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:10 Page: 1 ID:P4o1Iz??S0142KWGbpAfxtyuvt2-NQc9tQ_?iXlO3O5mmSCqFA_nsOwZ?aekEp_v7NyusL? July 27,2020 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 =2x4 =3x5 =6x8 =3x8 =3x5 =2x4 =6x12 =4x5 =6x8 =6x8 =3x8 =6x8 =3x5 =2x4 =3x8 1 16 15 14 13 12 11 10 9 82 17 20 1963184 7 5 1-5-0 1-5-0 1-5-0 25-11-8 1-10-8 12-11-12 1-10-8 14-10-4 3-10-4 24-6-8 3-10-4 5-3-4 5-10-0 20-8-4 5-10-0 11-1-4 0-1-12 1-5-0 0-1-12 24-8-4 1-3-4 25-11-8 1-3-4 1-3-4 4-0-0 5-5-0 4-0-0 24-6-8 4-0-8 15-0-0 5-6-8 20-6-8 5-6-8 10-11-86-6-90-7-20-1-154-9-144-9-140-1-154-11-131-6-126-6-9Scale = 1:54.9 Plate Offsets (X, Y):[1:0-3-8,Edge], [3:0-5-11,Edge], [4:0-6-4,Edge], [6:0-1-12,Edge], [7:0-5-11,Edge], [9:0-3-8,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 0.47 Vert(LL)-0.06 12-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.36 Vert(CT)-0.12 11-12 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.53 Horz(CT)0.03 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 126 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 15-4,12-4,12-5,11-6:2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11,9-10. REACTIONS (size)10=0-3-8, 16=0-3-8 Max Horiz 16=114 (LC 9) Max Uplift 10=-15 (LC 13), 16=-15 (LC 12) Max Grav 10=1038 (LC 1), 16=1038 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-34/52, 2-17=-926/15, 3-17=-794/42, 3-18=-672/63, 4-18=-672/63, 4-5=-958/66, 5-6=-1544/100, 6-19=-672/63, 7-19=-672/63, 7-20=-795/42, 8-20=-926/15, 8-9=-34/53 BOT CHORD 1-16=0/24, 15-16=-111/126, 14-15=0/1140, 13-14=0/1140, 12-13=0/1137, 11-12=0/1137, 10-11=-1/24, 9-10=-1/24 WEBS 3-15=0/308, 4-15=-602/15, 4-13=0/183, 4-12=-716/71, 5-12=-83/1563, 6-12=-848/145, 6-11=-597/16, 7-11=0/307, 2-15=0/700, 2-16=-962/58, 8-11=0/701, 8-10=-963/58 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 5-3-4, Exterior(2R) 5-3-4 to 8-3-4, Interior (1) 8-3-4 to 12-11-12, Exterior(2E) 12-11-12 to 14-10-4, Interior (1) 14-10-4 to 20-8-4, Exterior(2R) 20-8-4 to 23-8-4, Interior (1) 23-8-4 to 25-11-8 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. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 16 and 15 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 Panda 308 Jackson's Grant-Roof Trusses I42163613DRoof Special 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:11 Page: 1 ID:rhC8fyLSuQrl_1e3R_gjkmyutY7-rcAX4m?dTrtFgYgyK9j3oOWtPoC0kvftTTjTfqyusL_ July 27,2020 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 =2x4 =3x5 =6x8 =4x8 =3x5 =2x4 =3x8 =4x8 =6x8 =3x5 =2x4 =3x8 1 13 12 11 10 9 8 7 62 14 17 4 16153 5 1-5-0 1-5-0 1-5-0 25-11-8 5-8-8 12-11-12 5-8-8 18-8-4 5-10-4 7-3-4 5-10-4 24-6-8 0-1-12 1-5-0 0-1-12 24-8-4 1-3-4 25-11-8 1-3-4 1-3-4 5-6-12 18-6-8 5-6-12 12-11-12 6-0-0 7-5-0 6-0-0 24-6-86-7-130-7-20-1-156-5-146-5-140-1-156-7-13Scale = 1:54.8 Plate Offsets (X, Y):[1:0-3-8,Edge], [3:0-5-11,Edge], [5:0-5-11,Edge], [7:0-3-8,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 0.38 Vert(LL)-0.03 8-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.33 Vert(CT)-0.06 10-12 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.21 Horz(CT)0.02 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 120 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-13,6-8:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-6 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 4-9 REACTIONS (size)8=0-3-8, 13=0-3-8 Max Horiz 13=115 (LC 9) Max Uplift 8=-15 (LC 13), 13=-15 (LC 12) Max Grav 8=1038 (LC 1), 13=1038 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-94/11, 2-14=-973/11, 3-14=-853/51, 3-15=-664/84, 4-15=-666/84, 4-16=-666/84, 5-16=-664/84, 5-17=-853/51, 6-17=-973/11, 6-7=-95/12 BOT CHORD 1-13=-26/115, 12-13=-115/201, 11-12=-34/888, 10-11=-34/888, 9-10=-34/888, 8-9=-27/116, 7-8=-27/116 WEBS 3-12=0/310, 4-12=-383/76, 4-10=0/214, 4-9=-383/75, 5-9=0/310, 2-12=-27/567, 2-13=-931/96, 6-9=-29/567, 6-8=-931/95 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 7-3-4, Exterior(2R) 7-3-4 to 11-6-3, Interior (1) 11-6-3 to 18-8-4, Exterior(2R) 18-8-4 to 22-11-3, Interior (1) 22-11-3 to 25-11-8 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. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 13 and 15 lb uplift at joint 8. 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 Panda 308 Jackson's Grant-Roof Trusses I42163614D1Hip1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:11 Page: 1 ID:dJotbxG7?mQz6iSfuy1YpoyutWx-rcAX4m?dTrtFgYgyK9j3oOWvvoCVk_etTTjTfqyusL_ July 27,2020 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 =2x4 =3x5 =4x5 =3x5 =MT20HS 8x12 =3x5 =3x8 =MT20HS 8x12 =4x5 =3x5 =2x4 =3x8 1 13 12 11 21 10 9 8 72 2014 3 61519 1617184 5 1-5-0 1-5-0 1-5-0 25-11-8 3-3-3 4-8-3 3-3-3 24-6-8 4-7-1 21-3-5 4-7-1 9-3-4 7-5-0 16-8-4 0-1-12 1-5-0 0-1-12 24-8-4 1-3-4 25-11-8 1-3-4 1-3-4 7-1-8 16-6-8 8-0-0 9-5-0 8-0-0 24-6-88-3-130-7-20-1-158-1-148-1-140-1-158-3-13Scale = 1:62.3 Plate Offsets (X, Y):[1:0-3-8,Edge], [4:0-6-3,Edge], [5:0-9-11,Edge], [8:0-3-8,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 0.80 Vert(LL)-0.07 12-13 >999 240 MT20HS 148/108 TCDL 10.0 Lumber DOL 1.15 BC 0.50 Vert(CT)-0.15 12-13 >999 180 MT20 197/144 BCLL 0.0*Rep Stress Incr YES WB 0.51 Horz(CT)0.03 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 123 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-13,3-13,6-9,7-9:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-2 oc purlins, except 2-0-0 oc purlins (4-6-8 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS (size)9=0-3-8, 13=0-3-8 Max Horiz 13=146 (LC 9) Max Uplift 9=-9 (LC 13), 13=-9 (LC 12) Max Grav 9=1126 (LC 2), 13=1135 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-165/0, 2-14=-176/19, 3-14=-127/34, 3-15=-972/35, 4-15=-957/71, 4-16=-696/93, 16-17=-696/93, 17-18=-696/93, 5-18=-696/93, 5-19=-945/71, 6-19=-960/35, 6-20=-129/34, 7-20=-178/19, 7-8=-164/0 BOT CHORD 1-13=0/108, 12-13=-65/720, 11-12=-18/718, 11-21=-18/718, 10-21=-18/718, 9-10=0/646, 8-9=0/108 WEBS 4-12=0/315, 4-10=-73/74, 5-10=0/289, 2-13=-150/90, 3-13=-920/50, 3-12=-66/124, 6-10=-67/123, 6-9=-907/50, 7-9=-150/90 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 9-3-4, Exterior(2R) 9-3-4 to 13-6-3, Interior (1) 13-6-3 to 16-8-4, Exterior(2R) 16-8-4 to 20-11-3, Interior (1) 20-11-3 to 25-11-8 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 9 lb uplift at joint 13 and 9 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 Panda 308 Jackson's Grant-Roof Trusses I42163615D2Hip1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:12 Page: 1 ID:Gu2qhsdJAg3r5A9E5Y2LUvyutWU-JpkvI60FE905IhF8ttEIKb3z4CW5TM60i7T0AGyusKz July 27,2020 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 =2x4 =3x5 =4x5 =3x5 =5x8 =3x8 =3x8 =6x8 =4x5 =3x5 =2x4 =3x8 1 13 1211 10 9 8 72 14 18 3 6 15 17 164 5 1-5-0 1-5-0 1-5-0 25-11-8 3-5-0 14-8-4 4-3-3 5-8-3 4-3-3 24-6-8 5-7-1 20-3-5 5-7-1 11-3-4 0-1-12 1-5-0 0-1-12 24-8-4 1-3-4 25-11-8 1-3-4 1-3-4 3-1-8 14-6-8 10-0-0 11-5-0 10-0-0 24-6-89-11-130-7-20-1-159-9-149-9-140-1-159-11-13Scale = 1:69.9 Plate Offsets (X, Y):[1:0-3-8,Edge], [4:0-2-12,0-3-0], [5:0-5-11,Edge], [8:0-3-8,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 0.32 Vert(LL)-0.19 12-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.70 Vert(CT)-0.39 12-13 >705 180 BCLL 0.0*Rep Stress Incr YES WB 0.59 Horz(CT)0.02 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 134 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-13,7-9:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud Right: 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS (size)9=0-3-8, 13=0-3-8 Max Horiz 13=176 (LC 11) Max Uplift 9=-1 (LC 13), 13=-1 (LC 12) Max Grav 9=1038 (LC 1), 13=1038 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-310/0, 2-14=-282/5, 3-14=-234/24, 3-15=-835/43, 4-15=-717/82, 4-16=-557/103, 5-16=-557/103, 5-17=-718/82, 6-17=-835/43, 6-18=-233/24, 7-18=-281/4, 7-8=-308/0 BOT CHORD 1-13=0/201, 12-13=-67/659, 11-12=0/557, 10-11=0/557, 9-10=0/640, 8-9=0/200 WEBS 4-12=-24/264, 4-10=-98/101, 5-10=-23/264, 2-13=-150/123, 3-13=-829/81, 3-12=-160/156, 6-10=-160/156, 6-9=-830/71, 7-9=-151/123 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 11-3-4, Exterior(2E) 11-3-4 to 14-8-4, Exterior(2R) 14-8-4 to 18-11-3, Interior (1) 18-11-3 to 25-11-8 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. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 13 and 1 lb uplift at joint 9. 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 Panda 308 Jackson's Grant-Roof Trusses I42163616D3Hip1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:12 Page: 1 ID:_5A2M5xFpzT0qJkQAi1g4cyutW3-JpkvI60FE905IhF8ttEIKb35YCTtTLr0i7T0AGyusKz July 27,2020 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 =2x4 =4x5 =3x8 =2x4 =3x8 1 15 14 18 13 12 19 11 10 9 82 3 764 1716 5 1-5-0 1-5-0 1-5-0 25-11-8 5-1-7 6-6-7 5-1-7 24-6-8 6-5-5 12-11-12 6-5-5 19-5-1 0-1-12 1-5-0 0-1-12 24-8-4 1-3-4 25-11-8 1-3-4 1-3-4 5-1-7 6-6-7 5-1-7 24-6-8 6-5-5 12-11-12 6-5-5 19-5-10-7-211-4-15Scale = 1:77.1 Plate Offsets (X, Y):[1:0-3-8,Edge], [9:0-3-8,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 0.42 Vert(LL)-0.05 11-12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.43 Vert(CT)-0.10 11-12 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.32 Horz(CT)0.02 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 127 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-14,2-15,8-11,8-10:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (size)10=0-3-8, 15=0-3-8 Max Horiz 15=-203 (LC 8) Max Grav 10=1145 (LC 20), 15=1145 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-44/28, 2-3=-1060/30, 3-4=-912/35, 4-16=-850/94, 5-16=-740/119, 5-17=-740/119, 6-17=-850/94, 6-7=-912/35, 7-8=-1059/30, 8-9=-45/28 BOT CHORD 1-15=0/40, 14-15=-189/225, 14-18=-49/883, 13-18=-49/883, 12-13=-49/883, 12-19=0/779, 11-19=0/779, 10-11=0/40, 9-10=0/40 WEBS 5-12=-38/616, 2-14=0/767, 2-15=-1000/67, 4-14=-69/126, 4-12=-347/151, 6-12=-347/151, 6-11=-69/126, 8-11=0/770, 8-10=-998/68 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 12-11-12, Exterior(2R) 12-11-12 to 15-11-12, Interior (1) 15-11-12 to 25-11-8 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)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 Panda 308 Jackson's Grant-Roof Trusses I42163617D4Common1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:13 Page: 1 ID:luBVbeFxwfdTK98E8S_XbtyutVg-n?HHVS1t?S8ywrqLRamXtpcEfbtPCtPAwnCaiiyusKy July 27,2020 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 =3x5 =2x4 =5x6 =3x5 =3x8 =2x4 =3x5 =6x8 =4x6 =4x5 =3x8 =4x8 =3x5 =6x8 =2x4 =2x4 =3x8 =2x4 =5x8 =2x4 =3x5 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1 21 20 28 19 18 17 16 15 14 13 29 12 11 10 3 823 2622 27274 9 5 24 25 6 2-0-0 16-10-4 2-0-0 11-1-4 2-11-0 22-8-4 2-11-0 19-9-4 2-11-0 6-2-4 2-11-0 9-1-4 3-9-0 14-10-4 3-3-4 3-3-4 3-3-4 25-11-8 0-1-12 24-8-4 0-1-12 1-5-0 1-3-4 25-11-8 1-3-4 1-3-4 2-0-0 3-5-0 2-0-0 24-6-8 2-3-8 17-0-0 2-3-8 11-3-0 2-9-4 22-6-8 2-9-4 19-9-4 2-9-4 6-2-4 2-9-4 8-11-8 3-5-8 14-8-84-11-130-7-23-3-133-3-131-8-04-11-13Scale = 1:49.3 Plate Offsets (X, Y):[2:0-3-0,0-2-1], [5:0-3-4,0-2-0], [6:0-6-4,0-2-0], [7:0-5-4,0-3-0], [9:0-5-4,0-2-4], [10:0-1-12,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 0.09 Vert(LL)-0.03 15 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.18 Vert(CT)-0.06 15 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.20 Horz(CT)0.01 11 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 302 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 2-4,7-9:2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 16-6:2x4 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.): 2-4, 5-6, 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)11=0-3-8, 21=0-3-8 Max Horiz 21=84 (LC 11) Max Uplift 11=-134 (LC 13), 21=-134 (LC 12) Max Grav 11=1036 (LC 1), 21=1036 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-163/47, 2-22=-611/129, 22-23=-611/129, 3-23=-612/130, 3-4=-1633/174, 4-5=-1516/170, 5-24=-1170/150, 24-25=-1170/150, 6-25=-1170/150, 6-7=-1510/171, 7-8=-1263/179, 8-26=-1263/179, 26-27=-1262/179, 9-27=-1262/178, 9-10=-138/45 BOT CHORD 1-21=-29/94, 20-21=-129/581, 20-28=-142/1265, 19-28=-142/1265, 18-19=-142/1265, 17-18=-119/1652, 16-17=-119/1652, 15-16=-62/1163, 14-15=-114/1650, 13-14=-113/1650, 13-29=-87/585, 12-29=-87/585, 11-12=-88/587, 10-11=-27/79 WEBS 2-21=-884/152, 2-20=-10/602, 3-20=-939/77, 3-19=0/143, 3-18=-13/529, 4-18=-388/33, 4-16=-848/132, 5-16=-62/772, 6-16=-84/102, 6-15=-70/764, 7-15=-857/136, 7-14=-1/53, 7-13=-545/15, 8-13=-196/118, 9-13=-78/952, 9-12=-45/48, 9-11=-928/156 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) 0-0-0 to 3-3-4, Exterior(2R) 3-3-4 to 6-2-4, Interior (1) 6-2-4 to 11-1-4, Exterior(2R) 11-1-4 to 14-1-4, Interior (1) 14-1-4 to 14-10-4, Exterior(2E) 14-10-4 to 16-10-4, Interior (1) 16-10-4 to 22-8-4, Exterior(2E) 22-8-4 to 25-11-8 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 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 134 lb uplift at joint 21 and 134 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. 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: 1-2=-60, 2-4=-60, 4-5=-60, 5-6=-60, 6-7=-60, 7-9=-60, 9-10=-60, 1-10=-20 Concentrated Loads (lb) Vert: 20=2 (F), 12=2 (F), 28=1 (F), 29=1 (F) Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163618DGRoof Special Girder 1 220070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:13 Page: 1 ID:wHt4UCbVKG9VhTHcnLU6knyutVE-n?HHVS1t?S8ywrqLRamXtpcJwbxFCuBAwnCaiiyusKy July 27,2020 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 =4x6 =5x8 =8x10 =3x5 =8x10 =4x8 =6x8 =4x8 =10x12 =3x5 =8x10 =3x5 =4x6 =4x5 =2x4 =4x8HUS26HUS26HUS26HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 16 19 20 1521 22 142313 12 11 30 31 10 9 24 25 26 2728 29 81 7 2 6 53 17 18 4 1-5-0 24-8-4 2-11-11 23-3-4 3-9-11 7-10-13 4-1-3 4-1-3 3-9-11 11-8-8 4-3-9 20-3-9 4-3-9 16-0-1 0-1-12 23-5-0 1-3-4 24-8-4 3-9-11 11-8-8 3-9-11 7-10-13 4-1-3 4-1-3 4-7-2 23-3-4 6-11-10 18-8-21-7-130-7-211-4-15Scale = 1:78.6 Plate Offsets (X, Y):[1:0-3-0,0-1-12], [7:0-1-8,0-1-12], [9:0-5-3,0-2-0], [11:0-5-0,0-4-12], [12:0-6-0,0-6-4], [14:0-3-8,0-5-12], [15:0-3-8,0-5-4] 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 0.43 Vert(LL)-0.11 11-12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.36 Vert(CT)-0.21 11-12 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.80 Horz(CT)0.03 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 561 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-15,7-11,7-10,8-10:2x4 SPF Stud, 16-1:2x4 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)10=0-3-8, 16=0-3-8 Max Horiz 16=-213 (LC 31) Max Grav 10=8701 (LC 2), 16=12853 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-11284/0, 2-3=-9847/0, 3-17=-7847/0, 4-17=-7749/0, 4-18=-7754/0, 5-18=-7877/0, 5-6=-9372/0, 6-7=-9415/0, 7-8=-2252/111, 8-9=-2135/61, 1-16=-9908/0 BOT CHORD 16-19=-88/706, 19-20=-88/706, 15-20=-88/706, 15-21=0/8605, 21-22=0/8605, 14-22=0/8605, 14-23=0/7527, 13-23=0/7527, 13-24=0/7527, 12-24=0/7527, 12-25=0/6569, 25-26=0/6569, 26-27=0/6569,27-28=0/6569, 28-29=0/6569, 11-29=0/6569,11-30=0/6513, 30-31=0/6513, 10-31=0/6513,9-10=-29/1650 WEBS 2-15=0/2087, 2-14=-1712/0, 3-14=0/4220, 3-12=-3464/0, 4-12=0/9760, 1-15=0/8450, 5-12=-1168/363, 5-11=-438/1871, 7-11=0/1691, 7-10=-7879/0, 8-10=-267/63 NOTES 1)3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-6-0 oc. Bottom chords connected as follows: 2x8 - 4 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) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 11-8-8, Exterior(2R) 11-8-8 to 14-8-8, Interior (1) 14-8-8 to 24-8-4 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)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)Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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 0-6-12 from the left end to 21-4-4 to connect truss(es) to back 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: 1-4=-60, 4-9=-60, 9-16=-20 Concentrated Loads (lb) Vert: 19=-1998 (B), 20=-1992 (B), 21=-1991 (B), 22=-1648 (B), 23=-1646 (B), 24=-1646 (B), 25=-1646 (B), 26=-1190 (B), 27=-1190 (B), 29=-1190 (B), 30=-772 (B), 31=-764 (B) Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163619DG1Common Girder 1 320070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:14 Page: 1 ID:tC2h1W04rJhO??1Xuv7YBNyutUg-FBrgjo1VmmGpX?OX?HHmP08PJ?EexC9J9Ry7F9yusKx July 27,2020 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 =2x4 =3x5 =3x5 =5x8 =3x8 =2x4 =5x8 =3x5 =3x5 =2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 10 9 17 8 18 19 7 6 1 5 313 1412 1511 162 4 2-0-0 2-0-0 2-0-0 11-9-0 3-10-8 5-10-8 3-10-8 9-9-0 2-1-12 11-9-0 2-1-12 2-1-12 3-8-12 5-10-8 3-8-12 9-7-41-7-133-3-13Scale = 1:45.8 Plate Offsets (X, Y):[2:0-2-12,0-2-12], [4:0-2-12,0-2-12] 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 0.10 Vert(LL)0.01 8 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(CT)-0.01 8 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.14 Horz(CT)0.00 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 66 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 2-4:2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)6=0-3-8, 10=0-3-8 Max Horiz 10=64 (LC 9) Max Uplift 6=-172 (LC 13), 10=-161 (LC 12) Max Grav 6=483 (LC 20), 10=473 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-386/167, 2-11=-496/245, 11-12=-497/245, 12-13=-497/245, 3-13=-497/245, 3-14=-498/245, 14-15=-497/245, 15-16=-497/245, 4-16=-496/245, 4-5=-396/178, 1-10=-463/185, 5-6=-473/195 BOT CHORD 9-10=-60/57, 9-17=-140/297, 8-17=-140/297, 8-18=-129/289, 18-19=-129/289, 7-19=-129/289, 6-7=-17/18 WEBS 2-9=-117/111, 2-8=-139/294, 3-8=-281/211, 4-8=-130/294, 4-7=-122/117, 1-9=-144/345, 5-7=-154/353 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 2-0-0, Exterior(2R) 2-0-0 to 6-2-15, Interior (1) 6-2-15 to 9-9-0, Exterior(2E) 9-9-0 to 11-7-4 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 lb uplift at joint 10 and 172 lb uplift at joint 6. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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, 2-4=-60, 4-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 9=2 (F), 7=2 (F), 17=1 (F), 18=1 (F), 19=1 (F) Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163620DG2Hip Girder 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:15 Page: 1 ID:HfVpjk08aDjn2T6va82OQTyutOD-jOP2w827X4Og99zjZ?o?yEhfDPePgpmTO5hgnbyusKw July 27,2020 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 =2x4 =3x5 =6x8 =3x8 =5x8 =3x5 =3x5 =2x4 =3x8 1 1810 9 8 7 19 6 11 1725 12 16 13 14 153 4 1-5-0 1-5-0 1-5-0 15-1-8 4-7-0 9-10-4 3-10-4 5-3-4 3-10-4 13-8-8 0-1-12 13-10-4 0-1-12 1-5-0 1-3-4 15-1-8 1-3-4 1-3-4 4-0-0 5-5-0 4-0-0 13-8-8 4-3-8 9-8-84-11-130-7-20-1-154-9-144-9-140-1-154-11-13Scale = 1:46 Plate Offsets (X, Y):[1:0-3-8,Edge], [3:0-5-11,Edge], [4:0-2-0,0-2-8], [6:0-3-8,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 0.25 Vert(LL)-0.01 8-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(CT)-0.02 8-9 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.13 Horz(CT)0.00 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 67 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 9-4:2x4 SPF No.2 WEDGE Left: 2x4 SPF StudRight: 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (size)7=0-3-8, 10=0-3-8 Max Horiz 10=84 (LC 9) Max Uplift 7=-7 (LC 13), 10=-7 (LC 12) Max Grav 7=605 (LC 1), 10=605 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-11=-37/34, 2-11=-26/51, 2-12=-444/35, 3-12=-369/52, 3-13=-285/72, 13-14=-285/72, 14-15=-285/72, 4-15=-285/72, 4-16=-370/53, 5-16=-444/35, 5-17=-27/51, 6-17=-37/34 BOT CHORD 1-18=0/25, 10-18=0/25, 9-10=-79/98, 8-9=0/285, 7-8=0/25, 7-19=0/25, 6-19=0/25 WEBS 3-9=-36/93, 4-9=-41/41, 4-8=-17/93, 2-9=-7/293, 2-10=-531/98, 5-8=-8/294, 5-7=-531/98 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 5-3-4, Exterior(2R) 5-3-4 to 9-6-3, Interior (1) 9-6-3 to 9-10-4, Exterior(2R) 9-10-4 to 14-1-3, Interior (1) 14-1-3 to 15-1-8 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. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 10 and 7 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163621EHip1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:16 Page: 1 ID:aYUJJlWswpuzTmknUFH0b6yutNa-BazQ8U3lINWXnJYw6iJEVRDoepzaPG9cdlREJ1yusKv July 27,2020 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 =2x4 =3x5 =3x5 =6x12 =3x8 =4x5 =2x4 1 9 8 7 6 2 5 10 12 11 3 4 0-7-0 7-10-4 1-5-0 1-5-0 5-10-4 7-3-4 6-0-0 13-10-4 0-1-12 1-5-0 0-10-8 8-0-0 1-3-4 1-3-4 5-8-8 7-1-8 5-10-4 13-10-46-7-130-7-21-7-130-1-156-5-146-5-140-1-156-7-13Scale = 1:50.1 Plate Offsets (X, Y):[1:0-3-8,Edge], [3:0-6-0,0-2-8], [5:0-1-12,0-1-8] 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 0.38 Vert(LL)-0.03 6-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.24 Vert(CT)-0.05 6-7 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.12 Horz(CT)0.00 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 73 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-5,2-9:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)6=0-3-8, 9=0-3-8 Max Horiz 9=113 (LC 9) Max Grav 6=485 (LC 1), 9=612 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-84/10, 2-10=-452/31, 3-10=-332/71, 3-4=-260/98, 4-11=-334/68, 11-12=-338/46, 5-12=-448/36, 5-6=-431/54 BOT CHORD 1-9=-24/106, 8-9=-124/182, 7-8=0/260, 6-7=-34/93 WEBS 3-8=-2/69, 4-7=-123/178, 5-7=-5/195, 2-8=-18/199, 2-9=-516/130, 3-7=-125/164 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 7-3-4, Exterior(2E) 7-3-4 to 7-10-4, Exterior(2R) 7-10-4 to 12-1-3, Interior (1) 12-1-3 to 13-8-8 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 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)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)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 Panda 308 Jackson's Grant-Roof Trusses I42163622E1Hip1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:16 Page: 1 ID:mCiKm834KeYaNhgRcCaZvcyutMt-BazQ8U3lINWXnJYw6iJEVRDmXpy0PGKcdlREJ1yusKv July 27,2020 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 =2x4 =3x5 =4x5 =4x8 =5x6 =2x4 1 7 6 5 2 4 98 3 1-5-0 1-5-0 6-1-12 7-6-12 6-3-8 13-10-4 0-1-12 1-5-0 1-3-4 1-3-4 6-1-12 7-6-12 6-3-8 13-10-40-7-21-7-136-10-12Scale = 1:50.1 Plate Offsets (X, Y):[1:0-3-8,Edge], [4:0-2-12,0-1-8] 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 0.45 Vert(LL)-0.03 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.26 Vert(CT)-0.07 5-6 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.12 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 61 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-4,2-7:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)5=0-3-8, 7=0-3-8 Max Horiz 7=134 (LC 9) Max Grav 5=485 (LC 1), 7=612 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-90/17, 2-8=-454/53, 3-8=-330/76, 3-9=-326/67, 4-9=-446/43, 4-5=-430/59 BOT CHORD 1-7=-36/119, 6-7=-146/208, 5-6=-46/103 WEBS 3-6=0/208, 4-6=-23/200, 2-7=-518/139, 2-6=-31/203 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 7-6-12, Exterior(2R) 7-6-12 to 10-6-12, Interior (1) 10-6-12 to 13-8-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 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)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 Panda 308 Jackson's Grant-Roof Trusses I42163623E2Common1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:17 Page: 1 ID:w1Q4abWsDCS83UzCpZCOziyutIQ-BazQ8U3lINWXnJYw6iJEVRDkPpxiPGKcdlREJ1yusKv July 27,2020 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 =3x5 =2x4 =5x6 =3x5 =2x4 =3x8 =3x5 =5x6 =2x4 =3x5 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1 9 15 8 16 7 6 5 10 312 1311 142 4 3-3-4 3-3-4 4-3-8 7-6-12 4-3-8 11-10-4 3-3-4 15-1-8 0-1-12 13-10-4 0-1-12 1-5-0 1-3-4 1-3-4 1-3-4 15-1-8 2-0-0 3-5-0 2-0-0 13-8-8 4-1-12 7-6-12 4-1-12 11-8-80-7-23-3-13Scale = 1:46.4 Plate Offsets (X, Y):[2:0-3-0,0-2-1], [4:0-3-0,0-2-1], [5:0-1-12,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 0.05 Vert(LL)0.01 8 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(CT)-0.01 8 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.06 Horz(CT)0.00 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* 2-4:2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 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.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)6=0-3-8, 10=0-3-8 Max Horiz 10=53 (LC 11) Max Uplift 6=-172 (LC 13), 10=-171 (LC 12) Max Grav 6=602 (LC 1), 10=602 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-83/63, 2-11=-322/156, 11-12=-323/157, 3-12=-323/157, 3-13=-324/157, 13-14=-323/157, 4-14=-323/157, 4-5=-83/63 BOT CHORD 1-10=-48/97, 9-10=-148/342, 9-15=-255/618, 8-15=-255/618, 8-16=-255/618, 7-16=-255/618, 6-7=-127/331, 5-6=-49/80 WEBS 2-10=-504/182, 2-9=-37/232, 3-9=-342/155, 3-8=0/178, 3-7=-342/154, 4-7=-36/232, 4-6=-504/179 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) 0-0-0 to 3-3-4, Exterior(2R) 3-3-4 to 7-6-12, Interior (1) 7-6-12 to 11-10-4, Exterior(2E) 11-10-4 to 15-1-8 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)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 171 lb uplift at joint 10 and 172 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: 1-2=-60, 2-4=-60, 4-5=-60, 1-5=-20 Concentrated Loads (lb) Vert: 9=2 (F), 8=1 (F), 7=2 (F), 15=1 (F), 16=1 (F) Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163624EGHip Girder 1 220070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:17 Page: 1 ID:2Xi_J2g09C5I7TSi4nwR_SyutID-fmXoLq4O3heOOT76gQqT1fm0TDJt8kRlrPAnrTyusKu July 27,2020 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 512 =3x5 =5x6 =3x5 =5x6 =6x8 =5x10 =2x4 =3x8 =3x5 10 6 1 9 7 4528 1211 3 0-3-8 14-10-15 1-5-0 1-5-0 0-8-5 15-7-4 6-6-6 14-7-7 6-8-2 8-1-2 1-6-12 1-6-12 0-10-1 15-7-4 6-5-15 14-9-3 6-8-8 8-3-49-4-10-7-23-3-130-6-151-3-133-3-130-6-153-10-125-5-59-4-11-10-51-10-50-1-112-0-00-2-22-2-22-7-74-9-9Scale = 1:58.2 Plate Offsets (X, Y):[4:0-3-4,0-2-4], [5:Edge,0-1-8], [6:0-4-8,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 0.36 Vert(LL)-0.07 8-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.48 Vert(CT)-0.15 7-8 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.20 Horz(CT)0.09 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 82 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 *Except* 4-5:2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 10-5:2x4 SP 2400F 2.0E, 8-2,8-4:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)9=0-3-8, 10= Mechanical Max Horiz 9=179 (LC 11) Max Grav 9=688 (LC 1), 10=549 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-116/43, 2-11=-787/45, 3-11=-645/68, 3-12=-667/68, 4-12=-783/40, 4-5=-352/33, 6-10=-549/9, 5-6=-354/0 BOT CHORD 1-9=-58/149, 8-9=-214/248, 7-8=-104/411, 6-7=-53/280 WEBS 2-9=-611/157, 2-8=0/445, 3-8=0/507, 4-7=-301/147, 4-8=-60/241 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 8-1-2, Exterior(2R) 8-1-2 to 11-1-2, Interior (1) 11-1-2 to 15-5-8 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. 6)Refer to girder(s) for truss to truss connections. 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 Panda 308 Jackson's Grant-Roof Trusses I42163625FRoof Special 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:18 Page: 1 ID:2IEm65bmKiTDtz5NRPK3_RyuuTC-fmXoLq4O3heOOT76gQqT1fmxgDDY8hFlrPAnrTyusKu VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). July 27,2020 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 512 =3x8 =5x6 =3x5 =4x5 =6x8 =4x8 =3x8 =2x4 9 6 1 8 2 54 7 1110 3 1-5-0 1-5-0 1-10-8 15-7-4 5-7-10 13-8-12 6-8-2 8-1-2 1-6-12 1-6-12 6-8-8 8-3-4 7-4-0 15-7-49-4-10-7-24-5-110-1-152-5-114-5-110-1-154-7-114-8-69-4-11-10-51-10-50-1-112-0-00-2-22-2-22-7-74-9-9Scale = 1:52.7 Plate Offsets (X, Y):[1:0-3-8,Edge], [4:0-3-0,0-2-4], [6:0-4-13,0-1-8] 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 0.47 Vert(LL)-0.09 6-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.42 Vert(CT)-0.19 6-7 >870 180 BCLL 0.0*Rep Stress Incr YES WB 0.22 Horz(CT)0.07 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 71 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-9:2x4 SP 2400F 2.0E, 7-2,7-4:2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (size)8=0-3-8, 9= Mechanical Max Horiz 8=191 (LC 11) Max Grav 8=688 (LC 1), 9=549 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-104/39, 2-10=-762/68, 3-10=-621/91, 3-11=-653/104, 4-11=-757/81, 4-5=-52/0, 6-9=-549/15, 5-6=-24/32 BOT CHORD 1-8=-61/147, 7-8=-227/248, 6-7=-164/573 WEBS 2-8=-626/174, 2-7=0/419, 3-7=-9/503, 4-7=-89/157, 4-6=-825/160 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 8-1-2, Exterior(2R) 8-1-2 to 11-1-2, Interior (1) 11-1-2 to 15-5-8 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. 6)Refer to girder(s) for truss to truss connections. 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 Panda 308 Jackson's Grant-Roof Trusses I42163626F1Roof Special 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:18 Page: 1 ID:nBeESSzLxEIG0FeEUHMFT_yuuQ7-8z5AY950q?mF0ciIE7LiasJ4kcalt8Bv43wLOwyusKt VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). July 27,2020 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 512 =3x8 =5x6 =3x5 =4x5 =6x8 =6x8 =3x8 =2x4 9 6 1 8 2 7 54 1110 3 1-5-0 1-5-0 3-7-10 11-8-12 3-10-8 15-7-4 6-8-2 8-1-2 1-6-12 1-6-12 6-8-8 8-3-4 7-4-0 15-7-49-4-10-7-26-1-110-1-154-1-116-1-110-1-156-3-113-0-69-4-11-10-51-10-50-1-112-0-00-2-22-2-22-7-74-9-9Scale = 1:52.7 Plate Offsets (X, Y):[1:0-3-8,Edge], [4:0-2-5,Edge], [6:0-4-13,0-1-8] 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 0.47 Vert(LL)-0.10 6-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.43 Vert(CT)-0.20 6-7 >849 180 BCLL 0.0*Rep Stress Incr YES WB 0.42 Horz(CT)0.08 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 74 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-9:2x4 SP 2400F 2.0E, 7-2,6-4:2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (size)8=0-3-8, 9= Mechanical Max Horiz 8=207 (LC 11) Max Uplift 9=-11 (LC 13) Max Grav 8=688 (LC 1), 9=549 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-106/39, 2-10=-758/92, 3-10=-616/115, 3-11=-586/145, 4-11=-709/122, 4-5=-58/35, 6-9=-549/29, 5-6=-115/33 BOT CHORD 1-8=-61/150, 7-8=-239/281, 6-7=-203/641 WEBS 2-8=-630/188, 2-7=0/407, 3-7=-66/523, 4-7=-111/107, 4-6=-809/167 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 8-1-2, Exterior(2R) 8-1-2 to 11-1-2, Interior (1) 11-1-2 to 15-5-8 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)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 11 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 Panda 308 Jackson's Grant-Roof Trusses I42163627F2Roof Special 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:18 Page: 1 ID:Rknvsp6MX0AKL9vhhGz9WuyuuIC-8z5AY950q?mF0ciIE7LiasJ4kcaUt51v43wLOwyusKt VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). July 27,2020 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 512 =3x8 =5x6 =3x5 =4x5 =6x8 =5x6 =3x8 =3x5 9 6 1 8 2 7 10 54 3 1-5-0 1-5-0 1-7-10 9-8-12 6-8-2 8-1-2 5-10-8 15-7-4 1-6-12 1-6-12 6-8-8 8-3-4 7-4-0 15-7-49-4-10-7-27-9-110-1-155-9-117-9-110-1-157-11-111-4-69-4-11-10-51-10-50-1-112-0-00-2-22-2-22-7-74-9-9Scale = 1:52.7 Plate Offsets (X, Y):[1:0-3-8,Edge], [4:0-3-0,0-2-7], [6:0-4-13,0-1-8] 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 0.46 Vert(LL)-0.10 6-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.44 Vert(CT)-0.20 6-7 >835 180 BCLL 0.0*Rep Stress Incr YES WB 0.86 Horz(CT)0.09 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 78 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-9:2x4 SP 2400F 2.0E, 7-2,6-4:2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 5-9 REACTIONS (size)8=0-3-8, 9= Mechanical Max Horiz 8=223 (LC 11) Max Uplift 9=-33 (LC 13) Max Grav 8=688 (LC 1), 9=549 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-104/38, 2-10=-758/103, 3-10=-616/126, 3-4=-683/170, 4-5=-79/64, 6-9=-549/51, 5-6=-174/45 BOT CHORD 1-8=-59/147, 7-8=-305/341, 6-7=-262/676 WEBS 2-8=-629/193, 2-7=0/407, 3-7=-100/586, 4-7=-163/82, 4-6=-751/216 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 8-1-2, Exterior(2E) 8-1-2 to 9-8-12, Interior (1) 9-8-12 to 15-5-8 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. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 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 Panda 308 Jackson's Grant-Roof Trusses I42163628F3Roof Special 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:19 Page: 1 ID:1rS2_QfegktLHYwiWSAY4TyuuB2-c9fZmV5ebIu6emHUorsx64rFb0wdcRV2JjfuwMyusKs VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). July 27,2020 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 512 =3x8 =5x6 =3x5 =6x8 =5x6 =3x8 =3x5 8 5 1 7 2 9 6 10 4113 1-5-0 1-5-0 7-0-7 8-5-7 7-1-13 15-7-4 1-6-12 1-6-12 6-8-8 8-3-4 7-4-0 15-7-49-7-110-7-29-5-110-1-157-5-119-5-110-1-159-7-111-10-51-10-50-1-112-0-00-2-22-2-22-7-74-9-9Scale = 1:53.5 Plate Offsets (X, Y):[1:0-3-8,Edge], [3:0-3-0,0-2-1], [5:0-4-13,0-1-8] 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 0.63 Vert(LL)-0.10 5-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.43 Vert(CT)-0.20 5-6 >831 180 BCLL 0.0*Rep Stress Incr YES WB 0.31 Horz(CT)0.09 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 79 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-8:2x4 SP 2400F 2.0E, 6-2,3-5:2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 9-3-4 ocbracing. WEBS 1 Row at midpt 4-8, 3-5 REACTIONS (size)7=0-3-8, 8= Mechanical Max Horiz 7=243 (LC 11) Max Uplift 8=-62 (LC 9) Max Grav 7=688 (LC 1), 8=549 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-114/46, 2-9=-762/72, 9-10=-655/88, 3-10=-619/120, 3-11=-95/89, 4-11=-96/88, 5-8=-549/82, 4-5=-211/66 BOT CHORD 1-7=-74/164, 6-7=-395/357, 5-6=-317/621 WEBS 2-7=-633/198, 2-6=0/415, 3-6=-161/546, 3-5=-637/283 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 8-5-7, Exterior(2R) 8-5-7 to 12-8-6, Interior (1) 12-8-6 to 15-5-8 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. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 8. 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 Panda 308 Jackson's Grant-Roof Trusses I42163629F4Half Hip 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:19 Page: 1 ID:pkZCVDn_mIb9xrXaSULMM5yuu9b-c9fZmV5ebIu6emHUorsx64rDt0wmca52JjfuwMyusKs VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). July 27,2020 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 512 =3x8 =5x6 =3x5 =4x5 =4x8 =3x5 =5x6 =2x4 =3x5 10 6 1 9 2 8 7 11 12 3 4 13 5 1-5-0 1-5-0 3-3-12 9-9-8 5-0-12 6-5-12 5-9-12 15-7-4 1-6-12 1-6-12 3-4-0 9-11-4 5-0-8 6-7-4 5-8-0 15-7-47-11-150-7-27-11-155-11-151-10-51-10-50-1-112-0-00-2-22-2-21-11-14-1-3Scale = 1:46.2 Plate Offsets (X, Y):[1:0-3-8,Edge], [3:0-3-4,0-2-0], [8:0-4-0,0-1-8] 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)-0.04 6-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.22 Vert(CT)-0.08 6-7 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.15 Horz(CT)0.05 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 78 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-10:2x4 SP 2400F 2.0E, 8-2,7-5:2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing, Except:6-0-0 oc bracing: 8-9. WEBS 1 Row at midpt 5-10 REACTIONS (size)9=0-3-8, 10= Mechanical Max Horiz 9=203 (LC 11) Max Uplift 10=-53 (LC 9) Max Grav 9=688 (LC 1), 10=549 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-45/30, 2-11=-748/88, 11-12=-687/96, 3-12=-639/123, 3-4=-497/137, 4-13=-543/89, 5-13=-543/89, 6-10=-549/53, 5-6=-498/113 BOT CHORD 1-9=-23/63, 8-9=-291/236, 7-8=-212/554, 6-7=-140/157 WEBS 2-9=-610/169, 2-8=0/499, 3-8=-19/236, 4-8=-101/85, 4-7=-248/109, 5-7=-154/628 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 6-5-12, Exterior(2R) 6-5-12 to 10-8-11, Interior (1)10-8-11 to 15-5-8 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 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 53 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 Panda 308 Jackson's Grant-Roof Trusses I42163630F5Half Hip 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:20 Page: 1 ID:xs0heYA7he4rEWphi8vKWLyuu7o-4LDxzr6GMc0zGwshLYOAfHOSIQJLL3iCXNPRSoyusKr VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). July 27,2020 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 512=4x8 =6x8 =4x5 =4x5 =4x5 =12x16 =6x12 =4x5 =4x5 =5x6 =3x5 131 12 8 2 7 11 9 14 1715 10 3 6 4 16 5 0-9-11 8-5-15 1-5-0 1-5-0 3-2-8 4-7-8 3-0-12 11-6-11 3-0-12 7-8-4 3-4-4 14-10-15 1-6-12 1-6-12 3-3-7 11-6-11 3-0-12 4-7-8 3-7-12 8-3-4 3-4-4 14-10-150-7-21-7-137-0-00-1-130-1-130-7-140-9-101-11-142-9-9Scale = 1:50.3 Plate Offsets (X, Y):[1:0-7-12,0-0-5], [4:0-3-2,0-4-10] 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 0.14 Vert(LL)-0.01 10-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT)-0.02 10-11 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.27 Horz(CT)0.02 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 407 lb FT = 20% LUMBER TOP CHORD 2x8 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E *Except* 1-12:2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 13-7:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. REACTIONS (size)12=0-3-8, 13=0-3-8 Max Horiz 12=196 (LC 9) Max Uplift 12=-140 (LC 12), 13=-111 (LC 13) Max Grav 12=2608 (LC 19), 13=2070 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-107/45, 2-14=-2643/169, 14-15=-2443/170, 3-15=-2400/216, 3-4=-2384/190, 4-16=-1989/211, 5-16=-1989/211, 5-6=-2546/204, 6-17=-2687/217, 7-17=-2887/164, 8-13=-2070/135, 7-8=-1826/130 BOT CHORD 1-12=0/200, 11-12=-380/153, 10-11=-46/2058, 9-10=-11/2271, 8-9=-27/316 WEBS 2-12=-2147/200, 2-11=-32/1935, 3-11=-284/16, 6-9=-227/18, 7-9=-36/1777, 4-10=-41/1091, 5-10=-63/1191, 3-10=-195/244, 6-10=-319/249 NOTES 1)3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 7-8-4, Exterior(2E) 7-8-4 to 8-5-15, Exterior(2R) 8-5-15 to 12-8-14, Interior (1) 12-8-14 to 14-9-12 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 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)Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 lb uplift at joint 12 and 111 lb uplift at joint 13. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)Girder carries tie-in span(s): 8-0-0 from 0-0-0 to 14-7-7; 8-0-0 from 0-0-0 to 14-10-15 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 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-174 (F=-114), 4-5=-174 (F=-114), 5-7=-174 (F=-114), 1-12=-134 (F=-114), 10-12=-134 (F=-114), 8-10=-134 (F=-114) Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163631FGHip Girder 1 320070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:20 Page: 1 ID:QGye4I7NgqRpZ0DPhLC_O7yuuXg-4LDxzr6GMc0zGwshLYOAfHOVOQLWL1qCXNPRSoyusKr July 27,2020 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 512=3x8 =5x6 =3x5 =5x6 =5x8 =5x8 =2x4 =2x4 =3x5 =6x8 =4x5 =2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 9 21 22 8 23 7 1 12 11 18 19 20 10 2 13 4171615143 5 6 1-5-0 1-5-0 2-11-4 4-4-4 1-0-3 15-7-4 10-2-13 14-7-1 1-1-15 15-7-4 1-6-12 1-6-12 3-0-8 4-7-4 4-9-9 14-5-5 5-0-8 9-7-127-0-130-7-27-0-133-3-34-2-112-0-02-0-01-3-33-3-3Scale = 1:56.2 Plate Offsets (X, Y):[1:0-3-8,Edge], [3:0-3-0,0-2-12], [5:0-5-4,0-3-0], [10:0-2-0,0-2-12], [11:0-2-12,0-2-8] 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 0.10 Vert(LL)0.03 8-9 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)-0.03 8-9 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.19 Horz(CT)0.02 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 207 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-5:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-10,9-7:2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except*12-2,10-5,3-11,11-2:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)7= Mechanical, 12=0-3-8 Max Horiz 12=168 (LC 11) Max Uplift 7=-651 (LC 12), 12=-367 (LC 12) Max Grav 7=971 (LC 22), 12=759 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-49/81, 2-13=-838/581, 3-13=-787/594, 3-14=-1069/667, 14-15=-1070/667, 15-16=-1070/667, 16-17=-1070/667, 4-17=-1070/667, 4-5=-1049/653, 5-6=-64/77, 6-7=-48/38 BOT CHORD 1-12=-23/41, 11-12=-245/155, 11-18=-600/709, 18-19=-599/710, 19-20=-599/710, 10-20=-599/710, 9-10=-145/215, 4-10=-355/254, 9-21=-23/24, 21-22=-23/24, 8-22=-23/24, 8-23=-137/192, 7-23=-137/192 WEBS 2-12=-697/460, 8-10=-146/215, 5-10=-709/1020, 5-8=-398/500, 5-7=-976/620, 3-11=-7/171, 3-10=-318/568, 2-11=-462/682 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: 2x4 - 1 row at 0-9-0 oc, 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)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 4-4-4, Exterior(2R) 4-4-4 to 8-7-3, Interior (1) 8-7-3 to 15-5-8 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 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 651 lb uplift at joint 7 and 367 lb uplift at joint 12. 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, 5-6=-60, 1-12=-20, 11-12=-20, 10-11=-20, 7-9=-20 Concentrated Loads (lb) Vert: 11=-12 (B), 3=51 (B), 18=-7 (B), 19=-7 (B), 20=-7 (B), 21=-82 (B), 22=-82 (B), 23=-87 (B) Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163632FG1Roof Special Girder 1 220070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:21 Page: 1 ID:jwW0o3ebbLFD6FW95?3X?Oyuuem-YXmJBB7u7w8qt4RtvGvPCVxheqhT4VLLm08?_FyusKq July 27,2020 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 =4x5 =2x4 =6x10 =8x10 =4x5 =4x5 =2x4 NAILED NAILED NAILED HUS26-2 HUS26 6 95 4 10 11 12 13 8 7 21 3 2-4-13 2-4-13 4-1-3 6-6-0 1-9-9 2-3-1 0-5-8 0-5-8 4-2-15 6-6-07-0-131-7-137-0-132-0-0Scale = 1:52.7 Plate Offsets (X, Y):[1:0-1-8,0-3-0], [5:0-3-8,0-4-12] 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 0.39 Vert(LL)0.02 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.31 Vert(CT)-0.04 4-5 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.42 Horz(CT)0.03 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 97 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF Stud *Except* 3-4:2x4 SPF No.2 OTHERS 2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or6-6-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4= Mechanical, 8=0-5-8 Max Horiz 8=169 (LC 11) Max Uplift 4=-620 (LC 12), 8=-469 (LC 8) Max Grav 4=1722 (LC 19), 8=1394 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 6-8=-401/102, 1-8=-401/102, 1-2=-1099/398, 2-3=-179/157, 3-4=-173/166 BOT CHORD 6-9=-99/129, 5-9=-99/129, 5-10=-393/1000, 10-11=-393/1000, 11-12=-393/1000, 12-13=-393/1000, 4-13=-393/1000 WEBS 1-5=-673/2009, 2-5=-242/594, 2-4=-1299/531, 1-8=-1435/506 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)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) 0-7-4 to 2-4-13, Interior (1) 2-4-13 to 6-4-4 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)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 620 lb uplift at joint 4 and 469 lb uplift at joint 8. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Use USP HUS26-2 (With 4-16d nails into Girder & 4-16d nails into Truss) or equivalent at 2-7-8 from the left end to connect truss(es) to back face of bottom chord. 13)Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent at 4-6-12 from the left end to connect truss(es) to back face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. 15)"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: 1-2=-60, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 9=-82 (F), 10=-1106 (B), 11=-82 (F), 12=-1146 (B), 13=-87 (F) Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163633FG2Roof Special Girder 1 220070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:22 Page: 1 ID:i1q1pNBxdnF6KzwHdVQdgHyuugd-YXmJBB7u7w8qt4RtvGvPCVxc6qe64SnLm08?_FyusKq July 27,2020 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 512 =3x8 =5x6 =3x5 =5x6 =5x8 =5x6 =4x8 =3x6 =2x4 101 9 6 2 51116 8 7 12 43131415 1-5-0 1-5-0 5-10-0 12-1-4 4-10-4 6-3-4 4-10-0 16-11-4 1-6-12 1-6-12 4-10-0 6-4-12 4-11-8 16-11-4 5-7-0 11-11-125-9-130-7-21-9-80-1-155-7-145-7-140-1-155-9-130-0-130-0-130-3-130-4-101-7-92-0-3Scale = 1:42.9 Plate Offsets (X, Y):[1:0-3-8,Edge], [3:0-3-11,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 0.45 Vert(LL)-0.04 7-8 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.28 Vert(CT)-0.08 7-8 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.27 Horz(CT)0.03 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 73 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 8-4:2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. REACTIONS (size)9=0-3-8, 10=0-3-8 Max Horiz 9=118 (LC 11) Max Uplift 9=-8 (LC 12), 10=-4 (LC 13) Max Grav 9=741 (LC 1), 10=603 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-34/40, 2-11=-860/23, 11-12=-800/31, 3-12=-765/56, 3-13=-597/79, 13-14=-597/79, 14-15=-597/79, 4-15=-597/79, 4-16=-838/52, 5-16=-855/17, 6-10=-603/11, 5-6=-574/48 BOT CHORD 1-9=-18/47, 8-9=-154/133, 7-8=-5/611, 6-7=-37/87 WEBS 2-9=-655/118, 3-8=0/258, 4-7=0/264, 5-7=-23/543, 4-8=-77/64, 2-8=0/627 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 6-3-4, Exterior(2R) 6-3-4 to 10-6-3, Interior (1) 10-6-3 to 12-1-4, Exterior(2R) 12-1-4 to 16-4-3, Interior (1) 16-4-3 to 16-9-8 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. 6)Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 9 and 4 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 Panda 308 Jackson's Grant-Roof Trusses I42163634GHip1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:22 Page: 1 ID:hf0oXaRXJY1MA9npGWZD2kyutHE-0kKhOX8WtDGhVE03TzQekiTmyE_npxPV?guYXhyusKp July 27,2020 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 512 =3x8 =5x6 =3x5 =5x6 =5x10 =5x6 =4x5 =3x5 =4x8 =2x4 =3x5 121 11 78 2 13 10 9 65 1514 3 4 1-5-0 1-5-0 1-10-0 10-1-4 2-1-0 16-11-4 4-9-0 14-10-4 6-10-4 8-3-4 1-6-12 1-6-12 1-7-0 9-11-12 2-2-12 16-11-4 4-8-12 14-8-8 6-10-0 8-4-127-5-130-7-23-4-60-1-150-1-153-4-63-4-60-1-153-6-53-9-97-3-140-1-157-5-130-0-130-0-130-3-130-4-102-5-92-10-3Scale = 1:50.6 Plate Offsets (X, Y):[1:0-3-8,Edge], [3:0-3-11,Edge], [5:0-2-8,0-2-4] 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 0.49 Vert(LL)-0.08 10-11 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.33 Vert(CT)-0.17 10-11 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.32 Horz(CT)0.04 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 83 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 2-10:2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or5-9-13 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 3-4, 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)11=0-3-8, 12=0-3-8 Max Horiz 11=161 (LC 11) Max Grav 11=741 (LC 1), 12=603 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-114/38, 2-13=-863/28, 13-14=-719/52, 3-14=-716/75, 3-4=-560/106, 4-15=-688/85, 5-15=-780/62, 5-6=-526/23, 7-12=-603/15, 6-7=-594/22 BOT CHORD 1-11=-62/160, 10-11=-205/237, 9-10=-52/545, 8-9=-63/536, 7-8=-42/55 WEBS 2-11=-680/160, 5-8=-656/98, 6-8=-39/755, 3-10=0/255, 4-9=0/232, 5-9=-81/96, 2-10=0/483, 4-10=-76/129 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 zoneand C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to8-3-4, Exterior(2E) 8-3-4 to 10-1-4, Exterior(2R) 10-1-4to 13-1-4, Interior (1) 13-1-4 to 16-9-8 zone; cantileverleft and right exposed ; end vertical left and rightexposed;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)Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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 Panda 308 Jackson's Grant-Roof Trusses I42163635G1Roof Special 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:22 Page: 1 ID:?Vt?S2i450QjxwyZA0NwaAyut97-0kKhOX8WtDGhVE03TzQekiTmPEz3pwYV?guYXhyusKp July 27,2020 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 512 =3x8 =5x6 =3x5 =6x8 =4x5 =6x8 =3x8 =2x4 91 8 6 2 10 7 54 1211 3 1-5-0 1-5-0 3-8-0 12-10-4 4-1-0 16-11-4 7-9-4 9-2-4 1-6-12 1-6-12 7-7-8 9-2-4 7-9-0 16-11-48-3-00-7-25-0-60-1-155-0-65-0-60-1-155-2-53-0-118-3-00-0-130-0-130-3-130-4-102-9-83-2-2Scale = 1:54.9 Plate Offsets (X, Y):[1:0-3-8,Edge], [4:0-2-5,Edge], [6:0-4-13,0-1-8] 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 0.65 Vert(LL)-0.12 6-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.48 Vert(CT)-0.25 6-7 >743 180 BCLL 0.0*Rep Stress Incr YES WB 0.53 Horz(CT)0.05 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 77 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 7-2,6-4:2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or5-4-6 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)8=0-3-8, 9=0-1-8 Max Horiz 8=192 (LC 11) Max Uplift 9=-16 (LC 13) Max Grav 8=741 (LC 1), 9=603 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-158/54, 2-10=-843/29, 10-11=-677/57, 3-11=-660/82, 3-12=-609/113, 4-12=-737/89, 4-5=-72/56, 6-9=-603/28, 5-6=-120/32 BOT CHORD 1-8=-94/226, 7-8=-255/332, 6-7=-143/615 WEBS 2-8=-701/185, 2-7=0/412, 3-7=-21/553, 4-7=-72/107, 4-6=-821/135 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 9-2-4, Exterior(2R) 9-2-4 to 12-2-4, Interior (1) 12-2-4 to 16-9-8 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. 6)Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 9. 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 Panda 308 Jackson's Grant-Roof Trusses I42163636G2Roof Special 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:23 Page: 1 ID:uMEDZgaE88VWa_SPO8fpVMyut8?-Uwu3ct88eXOY7OaG1gxtHw0ubdGxYKXeEKd637yusKo July 27,2020 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 512 =3x8 =5x6 =3x5 =6x8 =4x5 =4x8 =3x8 =3x5 91 8 6 2 10 7 11 54 3 1-5-0 1-5-0 1-8-0 10-10-4 6-1-0 16-11-4 7-9-4 9-2-4 1-6-12 1-6-12 7-7-8 9-2-4 7-9-0 16-11-48-3-00-7-26-8-60-1-156-8-66-8-60-1-156-10-51-4-118-3-00-0-130-0-130-3-130-4-102-9-83-2-2Scale = 1:54.9 Plate Offsets (X, Y):[1:0-3-8,Edge], [4:0-3-0,0-2-4], [6:0-4-13,0-1-8] 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 0.64 Vert(LL)-0.12 6-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.49 Vert(CT)-0.25 6-7 >736 180 BCLL 0.0*Rep Stress Incr YES WB 0.28 Horz(CT)0.05 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 81 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-2,7-3,7-4:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 4-6 REACTIONS (size)8=0-3-8, 9=0-1-8 Max Horiz 8=208 (LC 11) Max Uplift 9=-39 (LC 13) Max Grav 8=741 (LC 1), 9=603 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-156/52, 2-10=-844/36, 10-11=-679/64, 3-11=-661/89, 3-4=-702/128, 4-5=-90/79, 6-9=-603/51, 5-6=-177/44 BOT CHORD 1-8=-91/222, 7-8=-322/389, 6-7=-199/632 WEBS 2-8=-700/187, 2-7=0/410, 3-7=-43/597, 4-7=-141/101, 4-6=-791/185 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 9-2-4, Exterior(2E) 9-2-4 to 10-10-4, Interior (1) 10-10-4 to 16-9-8 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. 6)Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 9. 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 Panda 308 Jackson's Grant-Roof Trusses I42163637G3Roof Special 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:23 Page: 1 ID:bYMREuvAnRugK70bTJe853yut7a-Uwu3ct88eXOY7OaG1gxtHw0vmdGpYOQeEKd637yusKo July 27,2020 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 512=3x8 =5x6 =3x5 =5x6 =5x8 =2x4 =3x8 =5x8 =5x6 =5x6 =3x5 =3x8 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1 7 12 8 11 21 22 10 23 24 9 2 6 13 20 4 171615 1814 193 5 1-5-0 1-5-0 1-5-0 18-4-8 2-10-4 16-11-8 2-10-4 4-3-4 4-11-0 9-2-4 4-11-0 14-1-4 1-6-12 18-4-8 1-6-12 1-6-12 2-11-8 4-6-4 2-11-8 16-9-12 4-8-0 13-10-4 4-8-0 9-2-40-7-24-1-131-2-13Scale = 1:42.4 Plate Offsets (X, Y):[1:0-3-8,Edge], [3:0-3-0,0-2-1], [5:0-3-0,0-2-1], [7:0-3-8,Edge], [9:0-3-0,0-2-8], [11:0-3-0,0-2-8] 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 0.07 Vert(LL)0.02 10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(CT)-0.02 10 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.13 Horz(CT)0.01 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 182 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-5:2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 1-12,8-7:2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud Right: 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 6-0-0 oc bracing. REACTIONS (size)8=0-3-8, 12=0-3-8 Max Horiz 12=69 (LC 9) Max Uplift 8=-355 (LC 13), 12=-350 (LC 12) Max Grav 8=726 (LC 20), 12=723 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-48/78, 2-13=-785/515, 3-13=-735/528, 3-14=-605/425, 14-15=-606/425, 15-16=-606/425, 4-16=-606/425, 4-17=-582/405, 17-18=-582/405, 18-19=-582/405, 5-19=-581/405, 5-20=-719/509, 6-20=-772/501, 6-7=-42/78 BOT CHORD 1-12=-24/42, 11-12=-151/108, 11-21=-641/1070, 21-22=-641/1070, 10-22=-641/1070, 10-23=-641/1070, 23-24=-641/1070, 9-24=-641/1070, 8-9=-105/82, 7-8=-24/36 WEBS 2-12=-660/370, 2-11=-391/666, 3-11=-54/299, 4-11=-503/283, 4-10=0/238, 4-9=-498/275, 5-9=-44/300, 6-9=-419/672, 6-8=-641/357 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: 2x4 - 1 row at 0-9-0 oc, 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 4-3-4, Exterior(2R) 4-3-4 to 8-6-3, Interior (1) 8-6-3 to 14-1-4, Exterior(2E) 14-1-4 to 18-4-8 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 350 lb uplift at joint 12 and 355 lb uplift at joint 8. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)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, 1-12=-20, 11-12=-20, 9-11=-20, 8-9=-20, 7-8=-20 Concentrated Loads (lb) Vert: 3=56 (F), 5=56 (F), 11=-11 (F), 9=-11 (F), 10=-6 (F), 21=-6 (F), 22=-6 (F), 23=-6 (F), 24=-6 (F) Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163638GGHip Girder 1 220070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:24 Page: 1 ID:VgE4vK_?pn62VpKhBVl0Cqyut6B-y6SRpD9nPrWOkX9SaOS6p7ZCQ1ivHu9nS_NfbZyusKn July 27,2020 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 =2x4 =3x5 =6x8 =3x8 =3x5 =2x4 =3x8 =3x8 =6x8 =3x5 =2x4 =3x8 1 2013 12 11 10 9 821 7 191426 1815 4 1716 53 1-5-0 1-5-0 1-5-0 24-9-0 3-10-4 23-4-0 3-10-4 5-3-4 7-1-4 12-4-8 7-1-4 19-5-12 0-1-12 23-5-12 0-1-12 1-5-0 1-3-4 1-3-4 1-3-4 24-9-0 4-0-0 23-4-0 4-0-0 5-5-0 6-11-8 12-4-8 6-11-8 19-4-04-11-130-7-20-1-154-9-144-9-140-1-154-11-13Scale = 1:47.7 Plate Offsets (X, Y):[1:0-3-8,Edge], [3:0-5-11,Edge], [5:0-5-11,Edge], [7:0-3-8,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 0.60 Vert(LL)-0.05 9-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.47 Vert(CT)-0.12 9-10 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.29 Horz(CT)0.03 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 Stud *Except* 12-4,9-4:2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud Right: 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 6-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 4-9 REACTIONS (size)8=0-3-8, 13=0-3-8 Max Horiz 13=-84 (LC 10) Max Uplift 8=-19 (LC 13), 13=-19 (LC 12) Max Grav 8=990 (LC 1), 13=990 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-32/40, 2-14=-22/57, 2-15=-877/27, 3-15=-746/44, 3-16=-634/65, 4-16=-636/65, 4-17=-636/65, 5-17=-634/65, 5-18=-746/44, 6-18=-877/27, 6-19=-23/57, 7-19=-32/40 BOT CHORD 1-20=-9/26, 13-20=-9/26, 12-13=-83/95, 11-12=-64/1132, 10-11=-64/1132, 9-10=-64/1132, 8-9=-9/27, 8-21=-9/27, 7-21=-9/27 WEBS 3-12=0/292, 4-12=-619/75, 4-10=0/295, 4-9=-619/75, 5-9=0/292, 2-12=-13/666, 2-13=-924/50, 6-9=-15/666, 6-8=-924/49 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 5-3-4, Exterior(2R) 5-3-4 to 9-6-3, Interior (1) 9-6-3 to 19-5-12, Exterior(2R) 19-5-12 to 23-8-11, Interior (1) 23-8-11 to 24-9-0 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)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 19 lb uplift at joint 13 and 19 lb uplift at joint 8. 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 Panda 308 Jackson's Grant-Roof Trusses I42163639HHip1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:25 Page: 1 ID:Nj?0JWEAtEl3W1RkvPdxYFyut5s-QJ0q0ZAPA8eFMhke85zLML5EpRyd0Itxhe6C70yusKm July 27,2020 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 =2x4 =3x5 =6x8 =4x8 =3x5 =2x4 =3x8 =4x8 =6x8 =3x5 =2x4 =3x8 1 13 12 11 10 9 8 7 62 14 17 415 163 5 1-5-0 1-5-0 1-5-0 24-9-0 5-1-4 12-4-8 5-1-4 17-5-12 5-10-4 7-3-4 5-10-4 23-4-0 0-1-12 23-5-12 0-1-12 1-5-0 1-3-4 1-3-4 1-3-4 24-9-0 4-11-8 17-4-0 4-11-8 12-4-8 6-0-0 7-5-0 6-0-0 23-4-06-7-130-7-20-1-156-5-146-5-140-1-156-7-13Scale = 1:55 Plate Offsets (X, Y):[1:0-3-8,Edge], [3:0-5-11,Edge], [5:0-5-11,Edge], [7:0-3-8,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 0.34 Vert(LL)-0.03 12-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.30 Vert(CT)-0.06 8-9 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.35 Horz(CT)0.01 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 116 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-13,6-8:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-10 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)8=0-3-8, 13=0-3-8 Max Horiz 13=115 (LC 11) Max Uplift 8=-14 (LC 13), 13=-14 (LC 12) Max Grav 8=990 (LC 1), 13=990 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-95/10, 2-14=-913/10, 3-14=-792/50, 3-15=-616/83, 4-15=-618/82, 4-16=-618/82, 5-16=-616/83, 5-17=-792/50, 6-17=-913/10, 6-7=-97/11 BOT CHORD 1-13=-26/116, 12-13=-115/202, 11-12=-28/791, 10-11=-28/791, 9-10=-28/791, 8-9=-27/117, 7-8=-27/117 WEBS 3-12=0/285, 4-12=-328/74, 4-10=0/182, 4-9=-328/73, 5-9=0/285, 2-12=-26/517, 2-13=-882/96, 6-9=-28/517, 6-8=-882/95 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 7-3-4, Exterior(2R) 7-3-4 to 11-6-3, Interior (1) 11-6-3 to 17-5-12, Exterior(2R) 17-5-12 to 21-8-11, Interior (1) 21-8-11 to 24-9-0 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)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 14 lb uplift at joint 13 and 14 lb uplift at joint 8. 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 Panda 308 Jackson's Grant-Roof Trusses I42163640H1Hip1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:25 Page: 1 ID:kyKKx1Vzh_Xy9Q6yC105Ruyut5W-QJ0q0ZAPA8eFMhke85zLML5IyR?E0Hpxhe6C70yusKm July 27,2020 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 =2x4 =3x5 =4x5 =3x5 =5x8 =3x5 =3x8 =6x8 =4x5 =3x5 =2x4 =3x8 21 1 13 12 11 10 9 8 2 7 2014 3 61519 16 17 184 5 1-5-0 1-5-0 1-5-0 24-9-0 3-3-3 4-8-3 3-3-3 23-4-0 6-2-8 15-5-12 4-7-1 9-3-4 4-7-1 20-0-13 0-1-12 23-5-12 0-1-12 1-5-0 1-3-4 1-3-4 1-3-4 24-9-0 5-11-0 15-4-0 8-0-0 9-5-0 8-0-0 23-4-08-3-130-7-20-1-158-1-148-1-140-1-158-3-13Scale = 1:62.3 Plate Offsets (X, Y):[1:0-3-8,Edge], [4:0-2-12,0-3-4], [5:0-5-11,Edge], [8:0-3-8,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 0.51 Vert(LL)-0.08 12-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.48 Vert(CT)-0.16 12-13 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.47 Horz(CT)0.02 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 120 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-13,3-13,6-9,7-9:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud Right: 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS (size)9=0-3-8, 13=0-3-8 Max Horiz 13=146 (LC 9) Max Uplift 9=-7 (LC 13), 13=-7 (LC 12) Max Grav 9=1071 (LC 2), 13=1077 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-175/0, 2-14=-182/15, 3-14=-134/31, 3-15=-893/34, 4-15=-879/70, 4-16=-633/91, 16-17=-633/91, 17-18=-633/91, 5-18=-633/91, 5-19=-870/70, 6-19=-885/34, 6-20=-135/30, 7-20=-183/15, 7-8=-175/0 BOT CHORD 1-13=0/114, 12-13=-62/682, 11-12=-12/661, 11-21=-12/661, 10-21=-12/661, 9-10=0/605, 8-9=0/113 WEBS 4-12=0/296, 4-10=-73/73, 5-10=0/267, 2-13=-139/90, 3-13=-842/59, 3-12=-72/124, 6-10=-72/124, 6-9=-842/59, 7-9=-139/89 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 9-3-4, Exterior(2R) 9-3-4 to 13-6-3, Interior (1) 13-6-3 to 15-5-12, Exterior(2R) 15-5-12 to 19-8-11, Interior (1) 19-8-11 to 24-9-0 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)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 7 lb uplift at joint 13 and 7 lb uplift at joint 9. 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 Panda 308 Jackson's Grant-Roof Trusses I42163641H2Hip1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:26 Page: 1 ID:ZND1munPH3QhQyNN2MwUtkyut59-vVaCEvB1xSm6_rJripVavYeR?rIeliG4wIsmgSyusKl July 27,2020 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 =2x4 =3x5 =4x5 =3x5 =3x5 =5x8 =3x8 =6x8 =4x5 =3x5 =2x4 =3x8 1 13 12 11 10 9 8 2 7 1814 3 6 15 17 4 16 5 1-5-0 1-5-0 1-5-0 24-9-0 2-2-8 13-5-12 4-3-3 23-4-0 4-3-3 5-8-3 5-7-1 11-3-4 5-7-1 19-0-13 0-1-12 23-5-12 0-1-12 1-5-0 1-3-4 1-3-4 1-3-4 24-9-0 1-11-0 13-4-0 10-0-0 23-4-0 10-0-0 11-5-09-11-130-7-20-1-159-9-149-9-140-1-159-11-13Scale = 1:70.1 Plate Offsets (X, Y):[1:0-3-8,Edge], [4:0-2-12,0-3-0], [5:0-5-11,Edge], [8:0-3-8,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 0.32 Vert(LL)-0.18 11-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.67 Vert(CT)-0.37 11-13 >712 180 BCLL 0.0*Rep Stress Incr YES WB 0.56 Horz(CT)0.02 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 131 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-13,7-9:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud Right: 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS (size)9=0-3-8, 13=0-3-8 Max Horiz 13=177 (LC 11) Max Grav 9=990 (LC 1), 13=990 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-297/0, 2-14=-270/9, 3-14=-223/29, 3-15=-772/47, 4-15=-655/86, 4-16=-511/99, 5-16=-508/100, 5-17=-655/86, 6-17=-773/47, 6-18=-221/28, 7-18=-269/8, 7-8=-294/0 BOT CHORD 1-13=0/192, 12-13=-64/627, 11-12=-64/627, 10-11=0/511, 9-10=0/599, 8-9=0/191 WEBS 4-11=-29/243, 4-10=-116/100, 5-10=-37/258, 2-13=-152/123, 3-13=-774/71, 3-11=-163/156, 6-10=-166/157, 6-9=-776/66, 7-9=-152/122 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 11-3-4, Exterior(2E) 11-3-4 to 13-5-12, Exterior(2R) 13-5-12 to 17-8-11, Interior (1) 17-8-11 to 24-9-0 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)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)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)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 Panda 308 Jackson's Grant-Roof Trusses I42163642H3Hip1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:26 Page: 1 ID:DyT?rp8bRz4ZOP5yFyyHYsyut4i-vVaCEvB1xSm6_rJripVavYeU0rFclhw4wIsmgSyusKl July 27,2020 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 =2x4 =3x5 =3x5 =4x5 =3x5 =3x5 =4x5 =3x5 =4x5 =3x5 =3x5 =2x4 =3x8 17 1 14 13 12 18 11 10 9 2 837 4 6 1615 5 1-5-0 1-5-0 1-5-0 24-9-0 4-9-13 23-4-0 4-9-13 6-2-13 6-1-11 18-6-3 6-1-11 12-4-8 0-1-12 23-5-12 0-1-12 1-5-0 1-3-4 1-3-4 1-3-4 24-9-0 7-3-11 8-8-11 7-3-11 16-0-5 7-3-11 23-4-00-7-210-10-14Scale = 1:74.9 Plate Offsets (X, Y):[1:0-3-8,Edge], [9:0-3-8,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 0.39 Vert(LL)-0.12 11-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.49 Vert(CT)-0.17 11-13 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.81 Horz(CT)0.02 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 122 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-14,8-10:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (size)10=0-3-8, 14=0-3-8 Max Horiz 14=-194 (LC 10) Max Grav 10=1094 (LC 20), 14=1094 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-127/0, 2-3=-200/59, 3-4=-102/89, 4-15=-953/104, 5-15=-846/127, 5-16=-846/127, 6-16=-953/104, 6-7=-102/89, 7-8=-200/59, 8-9=-127/0 BOT CHORD 1-14=0/87, 13-14=-58/804, 13-17=0/577, 12-17=0/577, 12-18=0/577, 11-18=0/577, 10-11=0/704, 9-10=0/87 WEBS 5-11=-91/475, 5-13=-91/475, 2-14=-205/126, 4-14=-939/3, 4-13=-184/193, 6-11=-184/194, 6-10=-939/3, 8-10=-205/126 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 12-4-8, Exterior(2R) 12-4-8 to 15-4-8, Interior (1) 15-4-8 to 24-9-0 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)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, with BCDL = 10.0psf. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163643H4Common1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:27 Page: 1 ID:pvrjMQW28V_AcAyvZz?ZIOyut4D-Nh8aREBfiluzb?u1GW0pRmBdgFefU4DE8ybJCuyusKk July 27,2020 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 =2x4 =3x5 =3x5 =4x5 =3x5 =3x5 =4x5 =3x5 =4x5 =3x5 =3x5 =2x4 =3x8 17 1 14 13 12 18 11 10 9 2 837 4 6 1615 5 1-5-0 1-5-0 1-5-0 24-9-0 4-9-13 23-4-0 4-9-13 6-2-13 6-1-11 18-6-3 6-1-11 12-4-8 0-1-12 23-5-12 0-1-12 1-5-0 1-3-4 1-3-4 1-3-4 24-9-0 7-3-11 8-8-11 7-3-11 16-0-5 7-3-11 23-4-00-7-210-10-14Scale = 1:74.9 Plate Offsets (X, Y):[1:0-3-8,Edge], [9:0-3-8,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 0.39 Vert(LL)-0.12 11-13 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.49 Vert(CT)-0.17 11-13 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.81 Horz(CT)0.02 10 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 122 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-14,8-10:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (size)10=0-3-8, 14=0-3-8 Max Horiz 14=-194 (LC 10) Max Grav 10=1094 (LC 20), 14=1094 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-127/0, 2-3=-200/59, 3-4=-102/89, 4-15=-953/104, 5-15=-846/127, 5-16=-846/127, 6-16=-953/104, 6-7=-102/89, 7-8=-200/59, 8-9=-127/0 BOT CHORD 1-14=0/87, 13-14=-58/804, 13-17=0/577, 12-17=0/577, 12-18=0/577, 11-18=0/577, 10-11=0/704, 9-10=0/87 WEBS 5-11=-91/475, 5-13=-91/475, 2-14=-205/126, 4-14=-939/3, 4-13=-184/193, 6-11=-184/194, 6-10=-939/3, 8-10=-205/126 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 12-4-8, Exterior(2R) 12-4-8 to 15-4-8, Interior (1) 15-4-8 to 24-9-0 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)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, with BCDL = 10.0psf. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163644H5Common1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:27 Page: 1 ID:aXRRJPRjFrZOksmW0wNNNQyut31-Nh8aREBfiluzb?u1GW0pRmBdgFefU4DE8ybJCuyusKk July 27,2020 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 =2x4 =3x5 =3x5 =4x5 =3x5 =3x5 =4x5 =3x5 =4x5 =3x6 =3x5 1 12 11 10 15 16 9 17 18 8 2 7 3 4 6 1413 5 1-5-0 1-5-0 4-9-13 6-2-13 5-4-14 17-9-6 6-1-11 12-4-8 5-8-6 23-5-12 0-1-12 1-5-0 1-3-4 1-3-4 7-3-1 8-8-1 7-3-1 15-11-3 7-6-9 23-5-120-7-21-7-1310-10-14Scale = 1:73 Plate Offsets (X, Y):[1:0-3-8,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 0.39 Vert(LL)-0.09 9-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.57 Vert(CT)-0.17 8-9 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.82 Horz(CT)0.02 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 120 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-7,2-12:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-8 REACTIONS (size)8=0-3-8, 12=0-3-8 Max Horiz 12=208 (LC 9) Max Grav 8=1002 (LC 20), 12=1106 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-127/0, 2-3=-202/58, 3-4=-101/89, 4-13=-969/107, 5-13=-861/130, 5-14=-896/138, 6-14=-993/101, 6-7=-264/102, 7-8=-260/85 BOT CHORD 1-12=0/88, 11-12=-61/813, 10-11=-61/813, 10-15=0/588, 15-16=0/588, 9-16=0/588, 9-17=0/736, 17-18=0/736, 8-18=0/736 WEBS 6-8=-933/0, 5-10=-95/464, 5-9=-105/559, 6-9=-214/204, 2-12=-203/126, 4-12=-954/7, 4-10=-184/195 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 12-4-8, Exterior(2R) 12-4-8 to 15-4-8, Interior (1) 15-4-8 to 23-4-0 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)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, with BCDL = 10.0psf. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163645H6Common1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:28 Page: 1 ID:6uxwEhqPT_jiBwosSMS7DNyut2W-ruhyfaCHT31qD9TDpEX2_zjoNezfDXHNNcLskLyusKj July 27,2020 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 =3x5 =3x10 =2x4 =3x5 =4x6 =4x5 =3x5 =3x5 =5x6 =3x5 =4x5 =3x5 =2x4 1 12 11 10 9 18 19 8 16 17 2 7 3 4 6 13 15 14 5 1-4-15 1-4-15 4-9-13 6-2-12 5-4-14 17-9-5 5-8-6 23-5-11 6-1-11 12-4-7 0-1-12 1-4-15 1-3-3 1-3-3 7-3-1 15-11-2 7-3-1 8-8-1 7-6-9 23-5-1110-10-150-7-31-7-1310-10-14Scale = 1:73 Plate Offsets (X, Y):[1:0-5-0,0-0-4], [1:0-0-1,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 0.44 Vert(LL)-0.05 9-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.38 Vert(CT)-0.09 9-10 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.41 Horz(CT)0.02 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 278 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-7,2-12:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)8=0-3-8, 12=0-3-8 Max Horiz 12=205 (LC 9) Max Grav 8=1370 (LC 20), 12=4147 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-212/398, 2-3=-1157/0, 3-4=-396/399, 4-13=-2247/0, 13-14=-1746/0, 5-14=-1615/0, 5-15=-1378/0, 6-15=-1463/0, 6-7=-310/56, 7-8=-297/46 BOT CHORD 1-12=0/285, 11-12=0/1900, 10-11=0/1900, 10-16=0/987, 16-17=0/987, 9-17=0/987, 9-18=0/1082, 18-19=0/1082, 8-19=0/1082 WEBS 5-9=-191/468, 6-9=-126/291, 6-8=-1381/0, 2-12=-2240/0, 4-12=-2273/0, 4-10=-1096/0, 5-10=0/1327 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row 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) 0-0-1 to 3-0-1, Interior (1) 3-0-1 to 12-4-8, Exterior(2R) 12-4-8 to 15-4-8, Interior (1) 15-4-8 to 23-4-0 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 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 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: 5-14=-60, 5-7=-60, 1-8=-20 Trapezoidal Loads (lb/ft) Vert: 1=-660 (F=-600)-to-2=-585 (F=-525), 2=-585 (F=-525)-to-3=-546 (F=-486), 3=-546 (F=-486)- to-4=-337 (F=-277), 4=-337 (F=-277)-to-13=-166(F=-106), 13=-166 (F=-106)-to-14=-60 Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163646H7Common1220070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:28 Page: 1 ID:uVXfBgl4aKIwJcbTvJqxIPyut1K-ruhyfaCHT31qD9TDpEX2_zjoae0hDdeNNcLskLyusKj July 27,2020 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 =2x4 =3x5 =3x5 =3x5 =3x5 =4x5 =3x8 =3x5 =3x5 =3x5 =3x5 1 8 7 6 2 3 4 9 5 1-5-0 1-5-0 0-7-4 12-11-12 4-9-13 6-2-13 6-1-11 12-4-8 0-1-12 1-5-0 1-3-4 1-3-4 4-9-13 6-2-13 0-3-8 12-11-12 6-5-7 12-8-410-10-140-7-26-4-60-2-90-2-910-8-510-10-14Scale = 1:74 Plate Offsets (X, Y):[1:0-3-8,Edge], [5:0-2-7,Edge], [5:0-2-8,0-0-15] 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)-0.05 6-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.30 Vert(CT)-0.10 6-7 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.12 Horz(CT)-0.37 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 72 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-2,2-7:2x4 SPF Stud OTHERS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-10-10 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS (size)8=0-3-8, 9=0-3-0 Max Horiz 8=300 (LC 9) Max Uplift 9=-102 (LC 9) Max Grav 8=566 (LC 1), 9=493 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-55/53, 2-3=-459/23, 3-4=-320/57, 4-5=-235/186, 6-9=-92/304, 5-9=-201/154 BOT CHORD 1-8=-1/43, 7-8=-429/385, 6-7=-215/373 WEBS 4-7=0/201, 4-6=-369/166, 2-8=-497/115, 2-7=-13/323 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 12-6-8 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)All plates are 3x5 MT20 unless otherwise indicated. 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) 9 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 capable of withstanding 102 lb uplift at joint 9. 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 Panda 308 Jackson's Grant-Roof Trusses I42163647H8Common2120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:29 Page: 1 ID:K30U3e2GqjEz6o7_1DEV?Tyut_M-J4FKswDvEN9hrJ2PNx2HWBGym2NDy9WWcG4QHnyusKi July 27,2020 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 =3x5 =2x4 =3x6 =4x6 =4x5 =3x5 =3x5 =3x5 =3x5 =3x5 =3x5 =3x5 1 8 7 6 2 3 4 9 5 1-5-0 1-5-0 0-7-4 12-11-12 4-9-13 6-2-13 6-1-11 12-4-8 0-1-12 1-5-0 1-3-4 1-3-4 4-9-13 6-2-13 0-3-8 12-11-12 6-5-7 12-8-410-10-140-7-26-4-60-3-80-3-810-7-610-10-14Scale = 1:73.9 Plate Offsets (X, Y):[1:Edge,0-0-2], [5:0-2-8,0-1-11], [5:0-2-8,0-0-14] 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 0.45 Vert(LL)-0.02 6-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.26 Vert(CT)-0.06 6-7 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.37 Horz(CT)0.14 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 163 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-2,2-7:2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)8=0-3-8, 9=0-3-0 Max Horiz 8=297 (LC 9) Max Grav 8=3393 (LC 1), 9=1426 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-115/488, 2-3=-2288/0, 3-4=-1518/0, 4-5=-721/303, 6-9=0/1044, 5-9=-391/0 BOT CHORD 1-8=0/191, 7-8=-278/489, 6-7=0/1247 WEBS 4-7=-189/0, 4-6=-1505/0, 2-8=-3287/0, 2-7=0/1072 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row 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)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 12-6-8 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 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. 7)Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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)Load case(s) 1 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: 1-6=-20 Trapezoidal Loads (lb/ft) Vert: 1=-660 (F=-600)-to-2=-592 (F=-532), 2=-592 (F=-532)-to-3=-557 (F=-497), 3=-557 (F=-497)- to-4=-362 (F=-302), 4=-362 (F=-302)-to-5=-60 Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163648H9Common1220070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:29 Page: 1 ID:6Df38FNGwW5MIiX7TJCISgyusye-J4FKswDvEN9hrJ2PNx2HWBGyC2Nqy5VWcG4QHnyusKi July 27,2020 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 =3x5 =2x4 =5x6 =3x5 =3x8 =2x4 =4x6 =3x8 =2x4 =4x6 =2x4 =3x8 =3x5 =5x6 =2x4 =3x5 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 28 31 32 33 34 1 16 15 14 13 29 30 12 11 10 9 8 3 20 21 4 22 523 619242518 2617 27 72 3-3-4 3-3-4 4-5-12 12-4-8 4-5-12 16-10-4 4-7-8 21-5-12 4-7-8 7-10-12 3-3-4 24-9-0 0-1-12 23-5-12 0-1-12 1-5-0 1-3-4 1-3-4 1-3-4 24-9-0 2-0-0 23-4-0 2-0-0 3-5-0 4-5-12 12-4-8 4-5-12 7-10-12 4-5-12 21-4-0 4-5-12 16-10-40-7-23-3-13Scale = 1:51.7 Plate Offsets (X, Y):[2:0-3-0,0-2-1], [7:0-3-0,0-2-1], [8:0-1-12,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 0.07 Vert(LL)0.03 12 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(CT)-0.05 12 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.16 Horz(CT)0.01 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 261 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 2-5,5-7:2x6 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.): 2-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)9=0-3-8, 16=0-3-8 Max Horiz 16=-53 (LC 8) Max Uplift 9=-314 (LC 13), 16=-307 (LC 12) Max Grav 9=985 (LC 1), 16=985 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-157/84, 2-17=-600/258, 17-18=-600/258, 18-19=-601/258, 3-19=-601/258, 3-20=-1721/670, 20-21=-1721/670, 4-21=-1721/670, 4-22=-1721/670, 5-22=-1721/670, 5-23=-1721/670, 6-23=-1721/670, 6-24=-606/264, 24-25=-606/264, 25-26=-606/264, 26-27=-605/264, 7-27=-605/263, 7-8=-158/85 BOT CHORD 1-16=-60/116, 15-16=-250/614, 15-28=-586/1497, 14-28=-586/1497, 13-14=-586/1497, 13-29=-586/1497, 29-30=-586/1497, 12-30=-586/1497, 12-31=-584/1475, 31-32=-584/1475, 11-32=-584/1475, 11-33=-584/1475,33-34=-584/1475, 10-34=-584/1475,9-10=-231/599, 8-9=-61/106 WEBS 2-16=-876/292, 2-15=-156/563, 3-15=-1035/410, 3-14=0/184, 3-12=-122/328, 4-12=-256/170, 6-12=-114/323, 6-11=0/184, 6-10=-1036/409, 7-10=-155/563, 7-9=-881/300 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) 0-0-0 to 3-3-4, Exterior(2R) 3-3-4 to 7-6-3, Interior (1) 7-6-3 to 21-5-12, Exterior(2E) 21-5-12 to 24-9-0 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 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 307 lb uplift at joint 16 and 314 lb uplift at joint 9. 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: 1-2=-60, 2-7=-60, 7-8=-60, 1-8=-20 Concentrated Loads (lb) Vert: 15=2 (B), 14=1 (B), 10=2 (B), 28=1 (B), 29=1 (B), 30=1 (B), 31=1 (B), 32=1 (B), 33=1 (B), 34=1 (B) Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163649HGHip Girder 1 220070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:30 Page: 1 ID:hvVM52Y2dpsN_scpIGSa1dyusyQ-J4FKswDvEN9hrJ2PNx2HWBG252POy8rWcG4QHnyusKi July 27,2020 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. 5.7312 =3x5 =6x8 =3x5 =4x8 =2x4 =2x4 =2x4 =2x4 1 8 7 56 2 3 4 0-3-3 2-4-7 6-4-12 4-0-5 4-0-5 0-2-13 4-0-5 0-6-11 6-4-12 1-9-13 5-10-2 3-9-8 3-9-83-7-130-7-22-7-131-7-00-4-141-0-0Scale = 1:45 Plate Offsets (X, Y):[6:0-6-0,0-2-4], [8:0-3-8,0-4-0] 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 0.13 Vert(LL)0.00 7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(CT)0.00 7 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.11 Horz(CT)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight: 35 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 7-3:2x4 SPF Stud, 6-5:2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 5-6. REACTIONS (size)5= Mechanical, 8=0-5-10 Max Horiz 8=81 (LC 9) Max Uplift 5=-204 (LC 20), 8=-7 (LC 12) Max Grav 5=23 (LC 8), 8=702 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-319/330, 2-3=-72/45, 3-4=-58/67, 4-5=-121/99 BOT CHORD 1-8=-239/317, 7-8=-38/50, 6-7=-32/86, 3-6=-161/165, 5-6=-25/24 WEBS 6-8=-234/213, 2-8=-452/363, 2-6=-192/239 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) 0-0-0 to 4-0-5, Exterior(2R) 4-0-5 to 6-3-0 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 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 204 lb uplift at joint 5 and 7 lb uplift at joint 8. 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 Panda 308 Jackson's Grant-Roof Trusses I42163650JMonopitch1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:31 Page: 1 ID:QizbirEzRMucH?JtaE?a4OyuvrS-FTN5HcFAm_PP4cCoVM4lccLNhs5YQ34p3aZXLgyusKg July 27,2020 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 =2x4 =4x5 =3x5 =5x8 =2x4 =2x4 1 8 7 2 5 6 3 9 4 1-6-0 1-6-0 2-3-4 3-9-4 0-2-12 1-6-0 1-0-8 3-9-4 1-2-12 2-8-12 1-3-4 1-3-43-2-50-0-101-0-03-2-5Scale = 1:40.6 Plate Offsets (X, Y):[6:0-5-4,0-3-12] 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 0.08 Vert(LL)0.01 7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(CT)0.01 6 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.04 Horz(CT)-0.01 5 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 *Except* 7-3:2x4 SPF Stud WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-8. REACTIONS (size)4= Mechanical, 5= Mechanical, 8=0-5-8 Max Horiz 8=81 (LC 12) Max Uplift 4=-62 (LC 12) Max Grav 4=68 (LC 19), 5=23 (LC 3), 8=205 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-68/73, 2-3=-48/5, 3-9=-74/37, 4-9=-68/48 BOT CHORD 1-8=-32/64, 7-8=-1/2, 6-7=0/13, 3-6=-56/51, 5-6=-4/4 WEBS 2-8=-138/142, 2-6=-41/88, 6-8=-124/53 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) 0-4-1 to 3-4-1, Interior (1) 3-4-1 to 3-8-8 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 62 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 Panda 308 Jackson's Grant-Roof Trusses I42163651J1Jack-Open 8 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:31 Page: 1 ID:0DO9M41l7K4Oa_nNtNgqD5yuvqR-FTN5HcFAm_PP4cCoVM4lccLOPs6zQ49p3aZXLgyusKg July 27,2020 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 =2x4 =3x5 =6x8 1 5 4 2 6 3 1-6-0 1-6-0 2-3-4 3-9-4 0-2-12 1-6-0 1-3-4 1-3-4 2-3-4 3-9-43-8-130-7-23-8-13Scale = 1:36.1 Plate Offsets (X, Y):[1:0-3-8,Edge], [3:0-2-1,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 0.07 Vert(LL)0.00 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT)0.00 4-5 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.06 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 16 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 or3-9-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-5-8 Max Horiz 5=98 (LC 12) Max Uplift 3=-85 (LC 12) Max Grav 3=56 (LC 19), 4=34 (LC 3), 5=250 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-92/90, 2-6=-49/68, 3-6=-31/87 BOT CHORD 1-5=-31/89, 4-5=0/0 WEBS 3-5=-159/72, 2-5=-158/196 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 3-9-4 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 85 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. 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163652J2Jack-Open 5 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:32 Page: 1 ID:nltB1p7mFn4FYDOvL3piXnyuvqJ-jfxTUyFoXIXGimn_23b_8puZKGSz9X8zIEJ4t6yusKf July 27,2020 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. 7.0712 =3x8 =3x5 =3x5 =4x8 =2x4 =2x4 1 8 7 6 5 2 3 4 1-11-5 1-11-5 2-6-11 4-6-0 0-2-8 1-11-5 1-0-0 4-6-0 1-6-11 3-6-0 1-8-13 1-8-133-2-150-7-20-6-03-2-15Scale = 1:32.8 Plate Offsets (X, Y):[1:0-3-8,Edge], [6:0-5-4,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 0.07 Vert(LL)0.01 7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT)0.01 7 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.05 Horz(CT)-0.01 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 18 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-3:2x4 SPF Stud WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or4-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5= Mechanical, 8=0-4-15 Max Horiz 8=83 (LC 12) Max Uplift 4=-57 (LC 12) Max Grav 4=48 (LC 19), 5=22 (LC 3), 8=316 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-109/140, 2-3=-42/14, 3-4=-36/31 BOT CHORD 1-8=-79/109, 7-8=-3/3, 6-7=0/19, 3-6=-76/33, 5-6=0/0 WEBS 2-8=-237/118, 6-8=-96/18, 2-6=-24/110 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 57 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 Panda 308 Jackson's Grant-Roof Trusses I42163653J3Jack-Open 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:32 Page: 1 ID:cSIJQUcsq47aLMSbhSX49Dyuvph-jfxTUyFoXIXGimn_23b_8puZJGSx9XGzIEJ4t6yusKf July 27,2020 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 =3x5 =3x5 =4x8 =2x4 =2x4 1 8 7 6 5 2 3 4 1-5-0 1-5-0 1-10-4 3-3-4 0-1-12 1-5-0 0-8-8 3-3-4 1-1-12 2-6-12 1-3-4 1-3-43-3-130-7-20-6-03-3-13Scale = 1:40 Plate Offsets (X, Y):[1:0-3-8,Edge], [6:0-5-4,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 0.07 Vert(LL)0.00 7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 7 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.04 Horz(CT)-0.01 4 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 *Except* 7-3:2x4 SPF Stud WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or3-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-8. REACTIONS (size)4= Mechanical, 5= Mechanical, 8=0-3-8 Max Horiz 8=84 (LC 12) Max Uplift 4=-75 (LC 12) Max Grav 4=43 (LC 19), 5=16 (LC 3), 8=230 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-79/94, 2-3=-25/14, 3-4=-73/45 BOT CHORD 1-8=-40/81, 7-8=-5/4, 6-7=0/15, 3-6=-91/57, 5-6=0/0 WEBS 2-8=-167/78, 6-8=-80/30, 2-6=-43/107 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 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 75 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 Panda 308 Jackson's Grant-Roof Trusses I42163654J4Jack-Open 4 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:32 Page: 1 ID:v3kNThuvAS8AD2HC5Vzi7HyuvpJ-jfxTUyFoXIXGimn_23b_8puZKGS79XVzIEJ4t6yusKf July 27,2020 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. 7.0712 3.5412=3x8 =2x4 =5x6 =6x8 NAILED NAILED NAILED NAILED 1 5 8 4 2 6 7 3 1-10-15 1-10-15 4-0-1 5-11-0 0-4-0 2-1-0 1-9-0 1-9-0 3-9-15 5-11-04-0-150-7-24-0-15Scale = 1:46.9 Plate Offsets (X, Y):[1:0-3-8,Edge], [3:0-1-8,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 0.28 Vert(LL)-0.02 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(CT)-0.03 4-5 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.10 Horz(CT)0.00 3 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 WEBS 2x4 SPF No.2 *Except* 5-2:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or5-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-13 Max Horiz 5=108 (LC 32) Max Uplift 3=-172 (LC 12), 5=-15 (LC 12) Max Grav 3=67 (LC 19), 4=79 (LC 3), 5=321 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-118/129, 2-6=-44/163, 6-7=-27/165, 3-7=-39/113 BOT CHORD 1-5=-77/117, 5-8=-17/0, 4-8=0/17 WEBS 3-5=-197/58, 2-5=-224/251 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) 0-0-0 to 4-2-15, Exterior(2R) 4-2-15 to 5-11-0 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 172 lb uplift at joint 3 and 15 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. 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8)"NAILED" indicates 3-10d (0.148"x3") or 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, 1-5=-20, 4-5=-20 Concentrated Loads (lb) Vert: 7=83 (F=41, B=41) Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163655J5Diagonal Hip Girder 2 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:33 Page: 1 ID:KS?oo9YnS2yWiLPaGrxNJfyuvoT-BrVriIGQIbf7JwLBcn7Dh1Rhpfm4uzl6Xu3dQYyusKe July 27,2020 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 512=3x8 =2x4 =4x5 =6x8 1 5 4 2 3 1-5-0 1-5-0 1-9-3 3-2-3 1-6-12 1-6-12 1-7-7 3-2-33-2-150-7-23-2-15Scale = 1:34.6 Plate Offsets (X, Y):[1:0-3-8,Edge], [3:0-2-1,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 0.06 Vert(LL)0.00 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT)0.00 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: 14 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 or3-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=84 (LC 12) Max Uplift 3=-85 (LC 12) Max Grav 3=24 (LC 10), 4=31 (LC 3), 5=249 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-96/101, 2-3=-21/96 BOT CHORD 1-5=-42/94, 4-5=-10/10 WEBS 3-5=-145/41, 2-5=-125/161 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)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 85 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. 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163656J6Jack-Open 6 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:33 Page: 1 ID:wKGp1V6aAgHmmf4TbamiJsyuvp2-BrVriIGQIbf7JwLBcn7Dh1RlGfoAu_Z6Xu3dQYyusKe July 27,2020 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 12=3x8 =2x4 =4x5 =6x8 1 5 4 2 6 3 1-5-0 1-5-0 2-10-4 4-3-4 1-6-12 1-6-12 2-8-8 4-3-44-1-130-7-24-1-13Scale = 1:35.1 Plate Offsets (X, Y):[1:0-3-8,Edge], [3:0-2-1,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 0.10 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 0.08 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 WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or4-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=110 (LC 12) Max Uplift 3=-97 (LC 12) Max Grav 3=69 (LC 19), 4=53 (LC 3), 5=269 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-77/89, 2-6=-50/83, 3-6=-34/111 BOT CHORD 1-5=-33/69, 4-5=-16/16 WEBS 3-5=-180/73, 2-5=-174/209 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 4-3-4 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 97 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. 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163657J7Jack-Open 5 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:33 Page: 1 ID:1qYjmyGk6gwwpfazsoVlLcyuvor-BrVriIGQIbf7JwLBcn7Dh1Rkffnkuz36Xu3dQYyusKe July 27,2020 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. 7.0712 3.5412=3x8 =2x4 =5x6 =6x8 NAILED NAILED NAILED NAILED 1 5 8 4 2 6 7 3 1-10-15 1-10-15 4-1-8 6-0-6 0-4-0 2-1-0 1-9-0 1-9-0 3-11-6 6-0-64-1-130-7-24-1-13Scale = 1:47.2 Plate Offsets (X, Y):[1:0-3-8,Edge], [3:0-1-8,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 0.30 Vert(LL)-0.02 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.18 Vert(CT)-0.03 4-5 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.11 Horz(CT)0.00 3 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 WEBS 2x4 SPF No.2 *Except* 5-2:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or6-0-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-13 Max Horiz 5=110 (LC 12) Max Uplift 3=-170 (LC 12), 5=-17 (LC 12) Max Grav 3=71 (LC 19), 4=81 (LC 3), 5=323 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-118/128, 2-6=-46/170, 6-7=-29/173, 3-7=-40/111 BOT CHORD 1-5=-78/117, 5-8=-18/0, 4-8=0/18 WEBS 3-5=-205/60, 2-5=-228/257 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) 0-0-0 to 4-2-15, Exterior(2R) 4-2-15 to 6-0-6 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 170 lb uplift at joint 3 and 17 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. 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8)"NAILED" indicates 3-10d (0.148"x3") or 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, 1-5=-20, 4-5=-20 Concentrated Loads (lb) Vert: 7=84 (F=42, B=42) Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163658J8Diagonal Hip Girder 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:34 Page: 1 ID:ow5baJm4DaDys6n2JdFb2SyuvoB-BrVriIGQIbf7JwLBcn7Dh1Rhbfmuuzc6Xu3dQYyusKe July 27,2020 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 12=3x8 =2x4 =4x5 =6x8 1 5 4 2 6 3 1-5-0 1-5-0 2-11-4 4-4-4 1-6-12 1-6-12 2-9-8 4-4-44-2-110-7-24-2-11Scale = 1:35.4 Plate Offsets (X, Y):[1:0-3-8,Edge], [3:0-2-1,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 0.10 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 0.09 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 WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or4-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=112 (LC 12) Max Uplift 3=-99 (LC 12) Max Grav 3=72 (LC 19), 4=55 (LC 3), 5=271 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-75/88, 2-6=-53/85, 3-6=-36/112 BOT CHORD 1-5=-32/67, 4-5=-17/17 WEBS 3-5=-187/76, 2-5=-179/213 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) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 4-4-4 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)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 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. 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163659J9Jack-Open 3 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:34 Page: 1 ID:W6DpEY50std7bGLEPoEwe9yuvnm-g23DveH23vn_x4wNAUeSDEzvL37udPCGlYoBy_yusKd July 27,2020 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 =2x4 =3x5 =6x8 =2x4 4 3 1 2 2-10-0 2-10-06-2-113-10-56-2-11Scale = 1:37.4 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 0.23 Vert(LL)0.00 3-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(CT)-0.01 3-4 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.12 Horz(CT)0.00 3 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 WEBS 2x4 SPF Stud *Except* 2-3:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical Max Horiz 4=157 (LC 9) Max Uplift 3=-170 (LC 9), 4=-105 (LC 8) Max Grav 3=202 (LC 19), 4=221 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-361/240, 1-2=-154/121, 2-3=-122/148 BOT CHORD 3-4=-279/216 WEBS 1-3=-271/392 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)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)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 4 and 170 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 Panda 308 Jackson's Grant-Roof Trusses I42163660J10Jack-Closed 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:34 Page: 1 ID:6o35BKGoZAO8HQQwDkUCC6yuvnY-g23DveH23vn_x4wNAUeSDEztN383dPhGlYoBy_yusKd July 27,2020 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 =2x4 =3x5 =3x5 =4x5 =6x8 =2x4 6 5 4 21 3 1-2-11 1-2-11 1-7-5 2-10-0 1-0-15 1-0-15 1-9-1 2-10-06-2-114-10-96-2-114-10-9Scale = 1:47.7 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 0.29 Vert(LL)0.00 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.05 Vert(CT)0.00 4-5 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.15 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 33 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-4:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4= Mechanical, 6= Mechanical Max Horiz 6=156 (LC 9) Max Uplift 4=-169 (LC 9), 6=-147 (LC 8) Max Grav 4=211 (LC 10), 6=219 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-311/215, 1-2=-36/11, 2-3=-113/105, 3-4=-95/97 BOT CHORD 5-6=-235/213, 4-5=-157/153 WEBS 1-5=-242/334, 2-5=-343/294, 2-4=-303/335 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) 0-1-12 to 1-2-11, Interior (1) 1-2-11 to 2-8-4 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 147 lb uplift at joint 6 and 169 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 Panda 308 Jackson's Grant-Roof Trusses I42163661J11Roof Special 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:35 Page: 1 ID:P9_lfjLBvJG8cUSG7i6r?ayuvnR-g23DveH23vn_x4wNAUeSDEzsU389dODGlYoBy_yusKd July 27,2020 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. =3x6 =3x5 =6x8 =2x4 4 3 1 2 2-10-0 2-10-06-6-96-6-9Scale = 1:39.6 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 0.33 Vert(LL)0.00 3-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(CT)-0.01 3-4 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.31 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 27 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical Max Horiz 4=-168 (LC 8) Max Uplift 3=-213 (LC 9), 4=-213 (LC 8) Max Grav 3=232 (LC 10), 4=232 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-411/455, 1-2=-85/92, 2-3=-76/83 BOT CHORD 3-4=-236/243 WEBS 1-3=-401/401 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 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)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 213 lb uplift at joint 4 and 213 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 andR802.10.2 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 Panda 308 Jackson's Grant-Roof Trusses I42163662J12Flat1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:35 Page: 1 ID:DIM0vnQxV90ILPwQUzDFEryuvnL-8Edc7_IgqDvrZEVZkC9hmRW0aTUIMpzP_CYkURyusKc July 27,2020 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. 7.0712 =3x8 =2x4 =3x5 =6x8 1 5 4 2 3 1-11-5 1-11-5 2-6-11 4-6-0 0-2-8 1-11-5 1-8-13 1-8-13 2-6-11 4-6-03-2-150-7-23-2-15Scale = 1:34.2 Plate Offsets (X, Y):[1:0-3-8,Edge], [3:0-1-8,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 0.10 Vert(LL)0.00 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.05 Vert(CT)0.00 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: 17 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 or4-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-4-15 Max Horiz 5=84 (LC 12) Max Uplift 3=-62 (LC 12) Max Grav 3=43 (LC 19), 4=38 (LC 3), 5=316 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-113/127, 2-3=-24/100 BOT CHORD 1-5=-64/110, 4-5=0/0 WEBS 3-5=-120/34, 2-5=-183/154 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 62 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. 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163663J13Jack-Open 10 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:35 Page: 1 ID:S1OQosXbNw90wo69WMuN6lyuvnC-8Edc7_IgqDvrZEVZkC9hmRW48TUUMt5P_CYkURyusKc July 27,2020 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 =2x4 =3x5 =6x8 1 5 4 2 3 1-5-0 1-5-0 1-10-4 3-3-4 0-1-12 1-5-0 1-3-4 1-3-4 1-10-4 3-3-43-3-130-7-23-3-13Scale = 1:34.3 Plate Offsets (X, Y):[1:0-3-8,Edge], [3:0-2-1,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 0.06 Vert(LL)0.00 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 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: 14 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 or3-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=86 (LC 12) Max Uplift 3=-77 (LC 12) Max Grav 3=40 (LC 19), 4=27 (LC 3), 5=230 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-90/88, 2-3=-36/78 BOT CHORD 1-5=-33/89, 4-5=0/0 WEBS 3-5=-134/57, 2-5=-136/175 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)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 77 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. 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163664J14Jack-Open 39 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:35 Page: 1 ID:WfHfNAVKrJvIgUymOxrv0KyuvnE-8Edc7_IgqDvrZEVZkC9hmRW5pTUkMt?P_CYkURyusKc July 27,2020 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 =3x6 =3x10 1 3 4 2 4-3-4 1-3-4 1-3-4 3-0-0 4-3-41-7-80-6-111-7-8Scale = 1:23 Plate Offsets (X, Y):[1:Edge,0-1-5], [1:0-1-9,0-9-0], [1:0-3-1,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 0.28 Vert(LL)-0.02 1-3 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(CT)-0.03 1-3 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 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: 2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 2= Mechanical, 3= Mechanical Max Horiz 1=38 (LC 8) Max Uplift 1=-3 (LC 8), 2=-40 (LC 8) Max Grav 1=163 (LC 1), 2=122 (LC 1), 3=81 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-47/14, 2-4=-37/30 BOT CHORD 1-3=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) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 4-2-8 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 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 40 lb uplift at joint 2 and 3 lb uplift at joint 1. 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 Panda 308 Jackson's Grant-Roof Trusses I42163665J15Jack-Open 3 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:36 Page: 1 ID:p?CJrZbjCTnJ0Z_6IvTYooyuvn7-cQA_KJIIaW1hAN4mHvgwIf2C7tnt5K4YDsHI0tyusKb July 27,2020 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. 2.1212 =3x5 =4x5 =2x4 =2x4 NAILED NAILED NAILED NAILED 1 5 3 4 2 5-11-0 1-8-13 1-8-13 4-2-2 5-11-01-7-40-6-111-7-4Scale = 1:32.1 Plate Offsets (X, Y):[1:1-2-15,0-0-6], [1:Edge,0-1-2] 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 0.29 Vert(LL)-0.02 1-3 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.41 Vert(CT)-0.03 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: 22 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-4-15, 3= Mechanical Max Horiz 1=33 (LC 9) Max Uplift 1=-14 (LC 8), 3=-24 (LC 12) Max Grav 1=229 (LC 1), 3=246 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-51/24, 2-4=-39/30, 2-3=-185/135 BOT CHORD 1-5=-15/16, 3-5=-15/16 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 Corner (3) 0-2-8 to 4-5-6, Exterior(2R) 4-5-6 to 5-9-4 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 14 lb uplift at joint 1 and 24 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. 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: 1-2=-60, 1-3=-20 Concentrated Loads (lb) Vert: 4=-23 (F=-11, B=-11), 5=-8 (F=-4, B=-4) Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163666J16Diagonal Hip Girder 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:36 Page: 1 ID:L4AMC1nmRNo1x1CBEGmISAyuvmt-cQA_KJIIaW1hAN4mHvgwIf2Cutj?5K4YDsHI0tyusKb July 27,2020 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 =3x6 =3x10 1 3 2 3-2-3 1-3-4 1-3-4 1-10-15 3-2-31-4-40-6-111-4-4Scale = 1:23 Plate Offsets (X, Y):[1:Edge,0-1-5], [1:0-1-9,0-9-0], [1:0-3-1,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 0.15 Vert(LL)0.00 1-3 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT)-0.01 1-3 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 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: 2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 2= Mechanical, 3= Mechanical Max Horiz 1=30 (LC 8) Max Uplift 1=-2 (LC 8), 2=-30 (LC 8) Max Grav 1=119 (LC 1), 2=89 (LC 1), 3=59 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-37/24 BOT CHORD 1-3=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) 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 30 lb uplift at joint 2 and 2 lb uplift at joint 1. 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 Panda 308 Jackson's Grant-Roof Trusses I42163667J17Jack-Open 2 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:36 Page: 1 ID:L4AMC1nmRNo1x1CBEGmISAyuvmt-cQA_KJIIaW1hAN4mHvgwIf2E8to95K4YDsHI0tyusKb July 27,2020 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 =2x4 =3x5 =3x5 4 3 1 2 2-0-0 0-1-8 2-0-0 1-10-8 1-10-83-3-131-7-133-3-13Scale = 1:29.1 Plate Offsets (X, Y):[3: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 0.05 Vert(LL)0.00 3-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 3-4 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.04 Horz(CT)0.00 2 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 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2= Mechanical, 3= Mechanical, 4=0-3-8 Max Horiz 4=47 (LC 9) Max Uplift 2=-34 (LC 12), 3=-18 (LC 12) Max Grav 2=58 (LC 19), 3=42 (LC 10), 4=74 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-79/17, 1-2=-62/32 BOT CHORD 3-4=-107/54 WEBS 1-3=-68/136 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)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 34 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 Panda 308 Jackson's Grant-Roof Trusses I42163668J18Jack-Open 3 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:37 Page: 1 ID:2?m8ISv14S3d8Zz6qMxesHyuvmj-4ckMYfJwLq9YoXfyrdB9rsbRSH9EqngiSW1rZJyusKa July 27,2020 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 =3x10 =5x8 =2x4 =3x5 =2x4 1 5 4 6 7 382 4-1-8 10-4-12 6-3-4 6-3-4 1-3-4 1-3-4 3-11-12 10-4-12 5-1-12 6-5-02-1-80-6-111-11-150-1-91-11-151-11-150-1-92-1-8Scale = 1:26.3 Plate Offsets (X, Y):[1:0-2-7,0-0-4], [1:0-1-0,Edge], [2:0-5-4,0-2-8] 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 0.28 Vert(LL)-0.06 1-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.39 Vert(CT)-0.12 1-5 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.26 Horz(CT)0.01 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 37 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 *Except* 2-3:2x4 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 or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 4= Mechanical Max Horiz 1=51 (LC 11) Max Uplift 1=-22 (LC 8), 4=-26 (LC 8) Max Grav 1=404 (LC 1), 4=404 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-657/79, 6-7=-618/82, 2-7=-617/90, 2-8=-21/24, 3-8=-21/24, 3-4=-119/58 BOT CHORD 1-5=-147/594, 4-5=-141/605 WEBS 2-4=-659/138, 2-5=0/261 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 6-3-4, Exterior(2E) 6-3-4 to 10-3-0 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)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 26 lb uplift at joint 4 and 22 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 Panda 308 Jackson's Grant-Roof Trusses I42163669KHalf Hip 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:37 Page: 1 ID:zz_a37yJS9FVB2bqFn?Twtyusu1-4ckMYfJwLq9YoXfyrdB9rsbNoH3dqjHiSW1rZJyusKa July 27,2020 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 =3x8 =5x6 =4x5 =2x4 1 4 5 32 3-1-8 10-4-12 7-3-4 7-3-4 1-3-4 1-3-4 9-1-8 10-4-122-4-80-6-112-2-150-1-92-2-152-2-150-1-92-4-8Scale = 1:26.3 Plate Offsets (X, Y):[1:0-6-7,0-0-8] 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 0.39 Vert(LL)-0.16 1-4 >753 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.54 Vert(CT)-0.32 1-4 >376 180 BCLL 0.0*Rep Stress Incr YES WB 0.13 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 41 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 *Except* 2-3:2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 4= Mechanical Max Horiz 1=56 (LC 9) Max Uplift 1=-21 (LC 8), 4=-26 (LC 8) Max Grav 1=404 (LC 1), 4=404 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-392/144, 2-5=-349/154, 2-3=-24/26, 3-4=-89/43 BOT CHORD 1-4=-214/337 WEBS 2-4=-399/235 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 7-3-4, Exterior(2E) 7-3-4 to 10-3-0 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)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 21 lb uplift at joint 1 and 26 lb uplift at joint 4. 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 Panda 308 Jackson's Grant-Roof Trusses I42163670K1Half Hip 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:38 Page: 1 ID:1xVzUVyNvfjjfoRmci_xnOyussk-4ckMYfJwLq9YoXfyrdB9rsbL7H1KqmLiSW1rZJyusKa July 27,2020 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 =4x5 =4x8 =6x10 =2x4 =3x5 =2x4 1 5 4 6 7 2 3 1-6-8 9-1-8 7-7-0 7-7-0 1-4-12 9-1-8 7-8-12 7-8-120-10-82-9-40-10-82-9-4Scale = 1:25.9 Plate Offsets (X, Y):[1:Edge,0-1-12], [1:0-2-8,0-9-4] 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 0.70 Vert(LL)-0.05 1-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.43 Vert(CT)-0.12 1-5 >871 180 BCLL 0.0*Rep Stress Incr NO WB 0.34 Horz(CT)0.01 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 92 lb FT = 20% LUMBER TOP CHORD 2x8 SP 2400F 2.0E *Except* 2-3:2x6 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 or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (size)1=0-3-8, 4= Mechanical Max Horiz 1=73 (LC 9) Max Grav 1=3003 (LC 1), 4=3003 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-2196/0, 6-7=-1708/0, 2-7=-1606/0, 2-3=-40/42, 3-4=-461/0 BOT CHORD 1-5=0/1531, 4-5=0/1554 WEBS 2-5=0/369, 2-4=-3048/0 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-6-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row 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)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 7-7-0, Exterior(2E) 7-7-0 to 8-11-12 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 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 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)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-660 (F=-600), 2-3=-660 (F=-600), 1-4=-20 Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163671K2Half Hip 1 220070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:38 Page: 1 ID:Ac?IlSmqpRUa1hKPrV9tJpyusqP-YpIkl?KZ68HPQhE8PKiOO48S0gP9Z9BrgAmO5myusKZ July 27,2020 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 =3x8 =6x8 =3x5 =2x4 =3x8 =4x5 =2x4 NAILED NAILED NAILED SNP3 NAILED NAILED NAILED 1 7 12 6 13 5 8 2 9 3 10 11 4 3-0-12 7-4-0 3-0-12 10-4-12 4-3-4 4-3-4 1-3-4 1-3-4 2-11-0 7-4-0 3-0-12 10-4-12 3-1-12 4-5-00-6-111-7-81-7-8Scale = 1:31.6 Plate Offsets (X, Y):[1:0-6-7,0-0-8] 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 0.31 Vert(LL)-0.03 6-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.41 Vert(CT)-0.06 6-7 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.36 Horz(CT)0.01 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 46 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-10 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-8, 5= Mechanical Max Horiz 1=35 (LC 11) Max Uplift 1=-56 (LC 8), 5=-66 (LC 8) Max Grav 1=602 (LC 1), 5=675 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-1570/243, 2-8=-1528/248, 2-9=-1505/251, 3-9=-1505/251, 3-10=-14/16, 10-11=-14/16, 4-11=-14/16, 4-5=-133/44 BOT CHORD 1-7=-274/1485, 7-12=-207/1200, 6-12=-207/1200, 6-13=-207/1200, 5-13=-207/1200 WEBS 2-7=-1/205, 3-7=-66/329, 3-6=0/179, 3-5=-1292/218 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) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 4-3-4, Exterior(2R) 4-3-4 to 8-6-3, Interior (1) 8-6-3 to 10-3-0 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)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 56 lb uplift at joint 1 and 66 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. 9)Use USP SNP3 (With 6-8d x 1-1/2 nails into Girder & 6-8d x 1-1/2 nails into Truss) or equivalent at 4-3-4 from the left end to connect truss(es) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 10)Fill all nail holes where hanger is in contact with lumber. 11)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 12)A minimum of (6) 8d x 1-1/2" nails are required into each member for SNP3 installation. All nailing is required in face of supported chords. For sloped applications, flanges may protrude above or below truss chords. Bending of extended flanges is permitted. 13)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-4=-60, 1-5=-20 Concentrated Loads (lb) Vert: 7=-218 (F), 6=-21 (F), 3=-62 (F), 9=-62 (F), 11=-64 (F), 12=-21 (F), 13=-21 (F) Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163672KGHalf Hip Girder 1 120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:38 Page: 1 ID:Hx3oxOGgne_1moQm8AS1qsyussK-YpIkl?KZ68HPQhE8PKiOO48Y6gPVZ9_rgAmO5myusKZ July 27,2020 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 =2x4 =4x5 =2x4 =2x4 1 4 3 2 0-4-2 6-1-13 2-8-13 5-9-11 3-0-15 3-0-15 6-1-132-7-00-0-42-3-5Scale = 1:27.2 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 0.11 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.03 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 17 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=6-1-13, 3=6-1-13, 4=6-1-13 Max Horiz 1=-41 (LC 10) Max Uplift 1=-11 (LC 12), 3=-16 (LC 13) Max Grav 1=125 (LC 1), 3=125 (LC 1), 4=181 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-81/42, 2-3=-79/45 BOT CHORD 1-4=-8/36, 3-4=-8/36 WEBS 2-4=-114/46 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 1 and 16 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 Panda 308 Jackson's Grant-Roof Trusses I42163673V1Valley1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:39 Page: 1 ID:xabwrGaX7M_pE0ghYQQXbtyuvls-0?s6zLLBtRPG1rpKz1DdwHgmz4rCIhO?vqWydCyusKY July 27,2020 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 =2x4 =2x4 =4x5 =2x4 1 4 3 65 2 0-4-2 10-1-13 4-8-13 9-9-11 5-0-15 5-0-15 10-1-134-3-00-0-43-11-5Scale = 1:35.5 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 0.37 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.19 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-P Weight: 30 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=10-1-13, 3=10-1-13, 4=10-1-13 Max Horiz 1=72 (LC 9) Max Uplift 1=-19 (LC 12), 3=-28 (LC 13) Max Grav 1=218 (LC 1), 3=218 (LC 1), 4=316 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-141/46, 2-5=-81/65, 2-6=-66/62, 3-6=-137/42 BOT CHORD 1-4=-13/63, 3-4=-13/63 WEBS 2-4=-198/54 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) 0-4-13 to 3-4-13, Interior (1) 3-4-13 to 5-1-4, Exterior(2R) 5-1-4 to 8-1-4, Interior (1) 8-1-4 to 9-9-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & 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)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 19 lb uplift at joint 1 and 28 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 Panda 308 Jackson's Grant-Roof Trusses I42163674V2Valley1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:39 Page: 1 ID:M9H3THcQQHNO5TPGDY_ECWyuvlp-0?s6zLLBtRPG1rpKz1DdwHgiu4pFIgi?vqWydCyusKY July 27,2020 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 =2x4 =2x4 =2x4 1 3 2 2-2-7 2-2-71-10-40-0-41-10-4Scale = 1:20.2 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 0.04 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.02 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: 7 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 2-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=2-2-7, 3=2-2-7 Max Horiz 1=39 (LC 9) Max Uplift 3=-13 (LC 12) Max Grav 1=67 (LC 1), 3=73 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-73/48, 2-3=-60/81 BOT CHORD 1-3=-19/21 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 13 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 Panda 308 Jackson's Grant-Roof Trusses I42163675V10Valley1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:39 Page: 1 ID:x2X4ie9C8vie9n48ZHpZCiyuvmO-0?s6zLLBtRPG1rpKz1DdwHgn54roIhp?vqWydCyusKY July 27,2020 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 12 =2x4 =2x4 =2x4 1 3 4 2 0-4-2 0-4-2 3-10-5 4-2-7 4-2-73-6-4Scale = 1:29 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)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.13 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: 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 4-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=4-2-7, 3=4-2-7 Max Horiz 1=86 (LC 9) Max Uplift 3=-27 (LC 12) Max Grav 1=147 (LC 1), 3=159 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-151/82, 2-4=-131/100, 2-3=-125/161 BOT CHORD 1-3=-42/45 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) 0-4-13 to 3-4-13, Interior (1) 3-4-13 to 4-1-0 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)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 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 27 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 Panda 308 Jackson's Grant-Roof Trusses I42163676V11Valley1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:40 Page: 1 ID:tQfq7JBTfWyMO5EXghs1I7yuvmM-UBQVAhMpelX7f?OXWllsTVDv2U9J18388UFV9eyusKX July 27,2020 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 =2x4 =3x5 =3x8 1 4 3 2 0-7-4 2-2-12 1-7-8 1-7-8 2-2-121-4-80-0-40-10-8Scale = 1:25 Plate Offsets (X, Y):[2:0-2-8,Edge], [3:0-5-0,0-1-8] 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 0.03 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-R Weight: 6 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 2-3-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=2-2-12, 4=2-2-12 Max Horiz 1=25 (LC 9) Max Uplift 4=-3 (LC 12) Max Grav 1=68 (LC 1), 4=68 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-52/19, 2-3=-46/39, 3-4=-46/41 BOT CHORD 1-4=-23/27 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Panda 308 Jackson's Grant-Roof Trusses I42163677V20Valley1120070083-A Job Reference (optional) Carter Components (Franklin), Franklin, IN - 46131,Run: 8.41 S May 22 2020 Print: 8.410 S May 22 2020 MiTek Industries, Inc. Fri Jul 24 12:07:40 Page: 1 ID:I?LzmLDLyRLwFZy6LqPkvmyuvmJ-UBQVAhMpelX7f?OXWllsTVDy_UB518388UFV9eyusKX July 27,2020 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