Loading...
HomeMy WebLinkAboutGN010.0 - TRUSS DRAWINGS16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Timberland Home Center-Brazil, IN. September 20,2022 Garcia, Juan Pages or sheets covered by this seal: I54260186 thru I54260293 My license renewal date for the state of Indiana is July 31, 2024. WF62 S WF62 S IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =6x6 =6x6 =5x6 =4x10 =4x10 =4x6 =3x6 =3x4 =2x4 =7x12 =3x8 =3x10 =10x10 =2x4 =3x4 =3x6 =4x6 =4x10 =4x6 =3x4 22 3738 21 39 40 204119 42 43 18 14 48 49 5013 51 52 12 17 44 45 16 46 47 15 1 2 4 28 2930 5 6 7 8 31 9 32 3310 3435 36 1127262524233 1-4-4 -1-4-4 5-0-12 21-2-8 5-0-12 26-3-4 5-4-4 31-7-8 6-8-0 16-1-12 6-9-12 9-5-12 2-8-1 2-8-1 5-9-8 37-5-0 4-11-0 21-2-8 5-5-3 10-10-5 5-5-3 16-3-8 5-5-3 5-5-3 5-9-8 37-5-0 4-11-0 26-1-8 5-6-0 31-7-86-11-04-8-56-8-143-0-00-2-26-8-146-8-140-2-26-11-0Scale = 1:69.7 Plate Offsets (X, Y):[3:0-3-4,0-2-4], [4:0-1-7,0-1-8], [10:0-4-8,0-1-8], [11:Edge,0-1-8], [15:0-3-8,0-5-0], [17:0-5-8,0-4-12], [22:0-3-0,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL)-0.36 16-17 >999 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.96 Vert(CT)-0.63 16-17 >708 180 TCDL 10.0 Rep Stress Incr NO WB 0.74 Horz(CT)0.35 12 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 457 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-5:2x4 SPF-S1650F 1.6E BOT CHORD 2x6 SPF No.2 *Except* 18-6,8-14:2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-6 max.): 3-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-12 REACTIONS (size)12= Mechanical, 22=0-3-8 Max Horiz 22=48 (LC 6) Max Uplift 12=-629 (LC 6), 22=-913 (LC 6) Max Grav 12=3557 (LC 20), 22=3526 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-3=-75/214, 3-4=-2590/696, 4-6=-9728/1718, 6-7=-9726/1702, 7-8=-8395/1384, 8-10=-8377/1396, 10-11=-101/82, 11-12=-335/82, 2-22=-276/256 BOT CHORD 21-22=-293/1310, 19-21=-780/4002, 18-19=-38/173, 17-18=-51/207, 6-17=-608/168, 16-17=-1386/10000, 15-16=-1386/10000, 14-15=-20/169, 8-15=-609/174, 13-14=-27/135, 12-13=-427/2767 WEBS 13-15=-459/3016, 10-15=-966/6506, 10-13=-1233/170, 10-12=-4171/748, 7-15=-2051/184, 7-17=-616/0, 4-17=-970/6721, 3-22=-3694/829, 3-21=-633/2974, 4-21=-2848/443, 4-19=-1764/373, 17-19=-760/3963, 7-16=0/1126 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-6-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 2-2-15 to 6-3-4, Exterior(2R) 6-3-4 to 11-6-12, Interior (1) 11-6-12 to 37-1-9, Exterior(2E) 37-1-9 to 40-10-7; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 PlateDOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Refer to girder(s) for truss to truss connections. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 629 lb uplift at joint 12 and 913 lb uplift at joint 22. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Job Truss Truss Type Qty Ply WF62 S I54260186A01Half Hip Girder 1 2WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:30 Page: 1 ID:mUE3eVW01HoAm21op?4ISlzLsCx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 13)Hanger(s) or other connection device(s) shall beprovided sufficient to support concentrated load(s) 122 lb down and 108 lb up at 6-3-4, 213 lb down and 116 lb up at 7-4-6, 163 lb down and 81 lb up at 7-10-14, 163 lb down and 81 lb up at 9-10-14, 157 lb down and 81 lb up at 11-10-14, 155 lb down and 81 lb up at 13-10-14, 155 lb down and 81 lb up at 15-10-14, 155 lb down and 81 lb up at 17-10-14, 155 lb down and 81 lb up at 19-10-7, 155 lb down and 81 lb up at 29-9-0, 155 lb down and 81 lb up at 30-9-15, 155 lb down and 81 lb up at 32-9-15, 155 lb down and 81 lb up at 34-9-15, and 156 lb down and 81 lb up at 36-9-15, and 159 lb down and 81 lb up at 38-9-15 on top chord, and 150 lb down and 214 lb up at 7-4-6, 67 lb down and 39 lb up at 7-10-14, 67 lb down and 39 lb up at 9-10-14, 67 lb down and 39 lb up at 11-10-14, 67 lb down and 39 lb up at 13-10-14, 67 lb down and 39 lb up at 15-10-14, 67 lb down and 39 lb up at 17-10-14, 67 lb down and 39 lb up at 19-8-15, 45 lb down at 21-8-7, 351 lb down and 6 lb up at 23-8-7, 290 lb down and 6 lb up at 24-9-11, 351 lb down and 6 lb up at 25-10-15, 45 lb down at 27-10-15, 67 lb down and 39 lb up at 29-10-7, 67 lb down and 39 lb up at 30-9-15, 67 lb down and 39 lb up at 32-9-15, 67 lb down and 39 lb up at 34-9-15, and 67 lb down and 39 lb up at 36-9-15, and 67 lb down and 39 lb up at 38-9-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-11=-60, 18-22=-20, 15-17=-20, 12-14=-20 Concentrated Loads (lb) Vert: 3=-6 (B), 5=-70 (B), 18=-29 (B), 6=-70 (B), 15=-29 (B), 8=-70 (B), 16=-289 (B), 23=-87 (B), 24=-70 (B), 25=-70 (B), 27=-70 (B), 28=-70 (B), 29=-70 (B), 31=-70 (B), 32=-70 (B), 33=-70 (B), 34=-70 (B), 36=-70 (B), 37=-112 (B), 38=-29 (B), 39=-29 (B), 40=-29 (B), 41=-29 (B), 42=-29 (B), 43=-29 (B), 44=-24 (B), 45=-351 (B), 46=-351 (B), 47=-24 (B), 48=-29 (B), 49=-29 (B), 50=-29 (B), 51=-29 (B), 52=-29 (B) Job Truss Truss Type Qty Ply WF62 S I54260186A01Half Hip Girder 1 2WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:30 Page: 2 ID:mUE3eVW01HoAm21op?4ISlzLsCx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =3x4 =4x6 =3x10 =6x6 =3x6 =5x10 =5x6 =2x8 =2x4 =6x10 =3x6 =3x8 =2x4 =8x16 =2x4 =2x8 =3x6 =6x6 =6x10 =5x10 =MT18HS 3x8 22 21 20 19 18 14 13 12 17 16 15 1 2 23 4 25 5 6 7 8 26 9 10 27 11243 1-4-4 -1-4-4 5-0-12 21-2-8 5-0-12 26-3-4 5-5-9 16-1-12 5-6-0 31-9-4 5-7-5 10-8-3 5-7-12 37-5-0 5-0-14 5-0-14 4-11-0 21-2-8 4-11-2 4-11-2 5-7-5 16-3-8 5-7-12 37-5-0 5-9-1 10-8-3 4-11-0 26-1-8 5-7-12 31-9-48-11-04-8-58-8-143-0-00-2-28-8-148-8-140-2-28-11-0Scale = 1:70.7 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [3:0-3-7,Edge], [17:0-3-12,0-3-0], [21:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL)-0.28 16-17 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.84 Vert(CT)-0.46 16-17 >977 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.79 Horz(CT)0.27 12 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 232 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins, except end verticals, and 2-0-0 oc purlins (2-8-5 max.): 3-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22. WEBS 1 Row at midpt 3-21, 10-13, 4-19 WEBS 2 Rows at 1/3 pts 11-12 REACTIONS (size)12= Mechanical, 22=0-3-8 Max Horiz 22=58 (LC 6) Max Uplift 22=-22 (LC 6) Max Grav 12=2121 (LC 16), 22=1900 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-3=-1330/107, 3-4=-1856/88, 4-5=-3290/0, 5-7=-3293/0, 7-8=-2803/0, 8-10=-2800/0, 10-11=-1181/69, 11-12=-2058/3, 2-22=-1858/53 BOT CHORD 21-22=-79/31, 19-21=0/1020, 18-19=0/38, 17-18=0/102, 5-17=-409/37, 16-17=0/3237, 15-16=0/3237, 14-15=0/101, 8-15=-417/45, 13-14=0/35, 12-13=-80/101 WEBS 3-21=-827/0, 3-19=0/1512, 4-17=0/2031, 13-15=0/1306, 10-15=0/2278, 10-13=-2300/0, 11-13=0/2116, 2-21=0/1374, 7-15=-637/0, 7-17=-35/83, 7-16=0/231, 4-19=-2148/0, 17-19=0/2069 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 2-2-15 to 5-11-14, Exterior(2R) 5-11-14 to 13-11-9, Interior (1) 13-11-9 to 37-1-9, Exterior(2E) 37-1-9 to 40-10-7; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 22. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260187A02Half Hip 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:33 Page: 1 ID:m6Pc2Ol?0dei?jqPnQvDbGzLsBL-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =2x8 =3x8 =4x10 =3x8 =MT18HS 7x10 =4x6 =3x4 =3x4 =3x4 =3x6 =6x12 =2x4 =2x4 =3x6 =3x6 =6x8 =MT18HS 4x8 =4x6 14 13 12 19 18 17 16 15 1 2 20 3 5 23 6 7 8 9 10 24 1122214 1-4-4 -1-4-4 3-9-1 7-5-10 5-5-1 31-8-5 3-8-10 3-8-10 6-2-10 19-10-14 6-2-10 13-8-4 6-4-6 26-3-4 5-8-11 37-5-0 5-6-13 31-8-5 5-8-11 37-5-0 7-3-14 7-3-14 9-3-15 26-1-8 9-5-11 16-9-910-11-01-8-510-8-143-0-00-2-23-0-07-8-1410-8-140-2-210-11-0Scale = 1:72.2 Plate Offsets (X, Y):[3:0-3-8,0-2-0], [4:0-7-7,Edge], [11:Edge,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL)-0.17 15-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.86 Vert(CT)-0.38 15-16 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.98 Horz(CT)0.16 12 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 216 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-13 max.): 4-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 11-12, 10-13, 3-19, 5-18, 6-15 WEBS 2 Rows at 1/3 pts 10-12 REACTIONS (size)12= Mechanical, 19=0-3-8 Max Horiz 19=132 (LC 7) Max Uplift 19=-37 (LC 6) Max Grav 12=2144 (LC 16), 19=1806 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-3=-253/84, 3-4=-2010/74, 4-5=-1554/93, 5-6=-2463/30, 6-8=-2103/24, 8-10=-2094/30, 10-11=-119/125, 11-12=-283/66, 2-19=-456/106 BOT CHORD 18-19=0/1300, 16-18=0/2379, 15-16=0/2464, 14-15=0/91, 8-15=-425/56, 13-14=-32/0, 12-13=0/980 WEBS 4-18=0/817, 10-13=-434/0, 10-12=-2043/0, 3-18=0/414, 3-19=-1906/0, 5-16=0/340, 5-18=-1276/0, 6-16=-88/92, 6-15=-555/26, 13-15=0/1124, 10-15=0/1893 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 2-4-10, Exterior(2R) 2-4-10 to 12-9-2, Interior (1) 12-9-2 to 33-6-6, Exterior(2E) 33-6-6 to 37-3-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 19. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260188A03Half Hip 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:34 Page: 1 ID:gnL6sRF82P8FFdk2Ulc34CzLs9Q-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =2x8 =3x8 =4x6 =5x6 =3x8 =3x6 =4x6 =3x4 =4x10 =4x6 =3x6 =3x4 =4x6 =4x10 =6x12 =2x4 =5x6 =6x6 =3x8 13 12 20 19 18 17 16 15 14 1 2 21 3 11 5 6 7 8 23 9224 10 1-4-4 -1-4-4 1-6-13 37-5-0 2-1-1 21-6-15 2-9-14 31-4-14 4-5-5 35-10-3 4-10-15 19-5-14 3-9-9 7-6-14 3-9-4 3-9-4 7-0-1 28-6-15 7-0-1 14-6-14 1-10-0 37-5-0 7-8-10 7-8-10 9-2-8 35-7-0 9-3-15 17-0-9 9-3-15 26-4-811-0-01-8-59-8-53-0-03-0-00-3-83-3-87-3-010-6-80-5-811-0-0Scale = 1:73.2 Plate Offsets (X, Y):[4:0-3-0,0-2-1], [10:0-2-9,0-2-4], [11:0-2-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)-0.15 14-15 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.78 Vert(CT)-0.33 17-19 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.85 Horz(CT)0.18 12 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 225 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 *Except* 1-4,10-11:2x4 SPFNo.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-3 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 10-14 WEBS 1 Row at midpt 11-12, 5-19, 7-15, 8-14 REACTIONS (size)12= Mechanical, 20=0-3-8 Max Horiz 20=122 (LC 5) Max Uplift 20=-42 (LC 4) Max Grav 12=1483 (LC 1), 20=1577 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-234/79, 3-4=-1590/79, 4-5=-1214/97, 5-7=-1805/46, 7-8=-1525/39, 8-10=-356/67, 10-11=-469/138, 2-20=-303/103, 11-12=-1476/0 BOT CHORD 19-20=0/1057, 17-19=0/1741, 15-17=0/1779, 14-15=0/1327, 13-14=-127/106, 10-14=-86/163, 12-13=-56/0 WEBS 4-19=0/651, 3-20=-1540/0, 11-14=0/1277, 3-19=0/187, 5-17=0/284, 5-19=-817/0, 7-17=0/124, 7-15=-510/32, 8-15=0/652, 8-14=-1474/0, 12-14=-189/318 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 2-4-10, Exterior(2R) 2-4-10 to 12-10-6, Interior (1) 12-10-6 to 30-6-11, Exterior(2R) 30-6-11 to 35-10-3, Exterior(2E) 35-10-3 to 37-3-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 20. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260189A04Piggyback Base 2 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:34 Page: 1 ID:t8qO_yr0PTElYfgMaPzUHXzLs63-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =2x8 =MT18HS 7x10 =4x6 =3x6 =3x4 =5x6 =3x6 =3x8 =2x4 =3x6 =4x10 =2x4 =4x10 =5x10 =6x6 =4x6 =3x4 18 17 16 15 14 13 12 11 1 2 19 3 104 6 7 8 2120 95 1-4-4 -1-4-4 4-11-13 9-11-10 4-11-13 4-11-13 7-8-12 25-6-14 7-10-8 17-10-2 7-10-8 33-5-6 3-11-10 37-5-0 4-1-6 37-5-0 7-8-12 25-6-14 7-8-12 33-3-10 8-0-4 17-10-2 9-9-14 9-9-141-8-56-8-510-0-0Scale = 1:67.6 Plate Offsets (X, Y):[5:0-3-0,0-2-1], [9:0-4-4,0-3-0], [10:0-2-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL)-0.16 17-18 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.70 Vert(CT)-0.32 17-18 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.78 Horz(CT)0.06 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 224 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-7,7-9:2x6 SPFNo.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-1 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 8-12, 3-18, 10-11 REACTIONS (size)11= Mechanical, 18=0-3-8 Max Horiz 18=60 (LC 4) Max Uplift 11=-1 (LC 4), 18=-41 (LC 4) Max Grav 11=1483 (LC 1), 18=1577 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-356/59, 3-5=-1568/109, 5-6=-1494/109, 6-8=-1493/109, 8-9=-614/114, 9-10=-822/120, 2-18=-393/88, 10-11=-1457/31 BOT CHORD 17-18=0/1120, 15-17=0/1139, 13-15=0/1278, 12-13=0/1278, 11-12=-66/76 WEBS 5-17=0/301, 5-15=0/518, 6-15=-484/67, 8-15=-6/301, 8-13=0/320, 8-12=-1138/0, 9-12=0/230, 3-18=-1441/16, 10-12=0/1069, 3-17=-37/110 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 2-4-10, Interior (1) 2-4-10 to 4-8-2, Exterior(2R) 4-8-2 to 15-3-2, Interior (1) 15-3-2 to 28-1-14, Exterior(2R) 28-1-14 to 33-5-6, Exterior(2E) 33-5-6 to 37-3-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 18 and 1 lb uplift at joint 11. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260190A05Piggyback Base 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:35 Page: 1 ID:jwMDfu9l_fqQWFw7v4vpfJzLs4N-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =2x8 =MT18HS 7x10 =4x6 =3x6 =3x4 =5x6 =3x6 =3x8 =2x4 =4x10 =2x4 =4x10 =3x6 =4x10 =6x6 =5x6 =3x4 18 17 16 15 14 13 12 11 1 2 19 10 3 4 22 6 7 820 215 9 1-4-4 -1-4-4 4-11-13 9-11-10 7-0-15 24-3-4 7-2-11 31-5-15 7-2-11 17-2-5 4-11-13 4-11-13 5-11-1 37-5-0 6-0-13 37-5-0 7-0-15 31-4-3 7-0-15 24-3-4 7-4-7 17-2-5 9-9-14 9-9-141-8-55-0-1210-0-0Scale = 1:67.7 Plate Offsets (X, Y):[5:0-3-0,0-2-1], [9:Edge,0-3-8], [10:0-2-12,0-1-8], [11:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL)-0.16 17-18 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.71 Vert(CT)-0.33 17-18 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.59 Horz(CT)0.06 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 220 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-7,7-9:2x6 SPFNo.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-7 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 8-12, 3-18 REACTIONS (size)11= Mechanical, 18=0-3-8 Max Horiz 18=52 (LC 4) Max Uplift 11=-12 (LC 4), 18=-48 (LC 4) Max Grav 11=1483 (LC 1), 18=1577 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-361/57, 3-5=-1567/118, 5-6=-1477/124, 6-8=-1476/123, 8-9=-831/133, 9-10=-1128/111, 2-18=-393/86, 10-11=-1426/46 BOT CHORD 17-18=0/1120, 15-17=0/1137, 14-15=0/1335, 12-14=0/1335, 11-12=-28/50 WEBS 5-17=0/291, 5-15=0/527, 6-15=-445/65, 8-15=-5/198, 8-14=0/288, 8-12=-917/0, 9-12=0/358, 3-18=-1440/28, 10-12=0/977, 3-17=-39/109 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 2-4-10, Interior (1) 2-4-10 to 4-8-2, Exterior(2R) 4-8-2 to 15-3-2, Interior (1) 15-3-2 to 26-2-7, Exterior(2R) 26-2-7 to 33-6-6, Exterior(2E) 33-6-6 to 37-3-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 18 and 12 lb uplift at joint 11. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260191A06Piggyback Base 4 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:35 Page: 1 ID:Rw3i0Z5hcdfMsFu6UTJ6qmzLs39-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =2x8 =MT18HS 7x10 =4x6 =3x6 =3x4 =5x6 =3x6 =2x4 =3x8 =4x10 =4x10 =2x4 =3x6 =4x10 =6x6 =5x6 =3x4 18 17 16 15 14 13 12 11 1 2 19 103 4 22 6 7 820 21 95 1-4-4 -1-4-4 5-0-0 9-11-10 7-0-15 24-3-4 7-2-11 17-2-5 7-2-11 31-5-15 4-11-11 4-11-11 5-11-1 37-5-0 6-0-13 37-5-0 7-0-15 31-4-3 7-0-15 24-3-4 7-4-7 17-2-5 9-9-14 9-9-141-8-55-0-120-6-1210-0-0Scale = 1:69.4 Plate Offsets (X, Y):[5:0-3-0,0-2-1], [9:Edge,0-3-8], [10:0-2-12,0-1-8], [11:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL)-0.16 17-18 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.71 Vert(CT)-0.33 17-18 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.59 Horz(CT)0.06 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 220 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 7-9,7-5:2x6 SPFNo.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-7 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 8-12, 3-18 REACTIONS (size)11= Mechanical, 18=0-3-8 Max Horiz 18=51 (LC 4) Max Uplift 11=-12 (LC 4), 18=-48 (LC 4) Max Grav 11=1483 (LC 1), 18=1577 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-361/57, 3-5=-1567/118, 5-6=-1477/123, 6-8=-1476/123, 8-9=-831/132, 9-10=-1128/110, 2-18=-393/86, 10-11=-1426/46 BOT CHORD 17-18=0/1120, 15-17=0/1137, 14-15=0/1335, 12-14=0/1335, 11-12=-28/50 WEBS 6-15=-445/65, 8-14=0/288, 9-12=0/358, 8-12=-917/0, 5-17=0/291, 3-17=-39/109, 5-15=0/527, 8-15=-5/198, 3-18=-1440/27, 10-12=0/977 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 2-4-3, Interior (1) 2-4-3 to 4-8-13, Exterior(2R) 4-8-13 to 15-2-8, Interior (1) 15-2-8 to 26-3-1, Exterior(2R) 26-3-1 to 33-6-13, Exterior(2E) 33-6-13 to 37-3-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 11 and 48 lb uplift at joint 18. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260192A07Piggyback Base 3 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:36 Page: 1 ID:94ykwNbmXPIPoDHzY4EfICzLrhG-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =3x6 =MT18HS 7x10 =3x6 =4x6 =3x4 =5x6 =3x6 =2x4 =3x8 =4x10 =4x10 =2x4 =3x6 =4x10 =6x6 =4x6 =4x6 =4x6 =3x6 =4x6 =3x4 15 14 1323 22 21 20 19 18 17 16 1 12 2 27113 1024 4 6 7 825 265 9 1-4-4 -1-4-4 1-4-4 44-0-4 4-9-9 9-11-10 7-0-15 24-3-4 7-2-11 17-2-5 7-2-11 31-5-15 5-0-12 42-8-0 5-2-1 5-2-1 6-1-5 37-7-4 0-2-4 37-5-8 1-2-4 25-5-8 3-3-5 17-2-5 4-1-2 13-11-0 5-2-8 42-8-0 5-10-11 31-4-3 5-11-1 37-3-4 7-0-15 24-3-4 9-9-14 9-9-1411-0-01-8-51-0-010-0-01-0-0Scale = 1:80 Plate Offsets (X, Y):[5:0-3-0,0-2-1], [9:Edge,0-3-8], [12:0-3-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL)-0.16 22-23 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.71 Vert(CT)-0.33 22-23 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.59 Horz(CT)0.06 16 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 244 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-7,7-9:2x6 SPFNo.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-7 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15,16-17. WEBS 1 Row at midpt 6-20, 8-17, 4-23 REACTIONS (size)14=0-8-0, 16=0-3-8, 23=0-3-8 Max Horiz 23=-22 (LC 4) Max Uplift 14=-131 (LC 4), 23=-75 (LC 4) Max Grav 14=210 (LC 6), 16=1811 (LC 1), 23=1575 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-4=-372/70, 4-5=-1560/154, 5-6=-1474/162, 6-8=-1473/162, 8-9=-824/186, 2-23=-407/98, 12-14=-159/158, 9-10=-1130/170, 10-12=-11/197, 12-13=0/96 BOT CHORD 15-16=0/132, 10-16=-1664/0, 14-15=-15/64, 22-23=0/1124, 20-22=0/1134, 19-20=0/1330, 17-19=0/1330, 16-17=-78/18 WEBS 12-15=-152/0, 5-22=0/294, 6-20=-446/73, 8-19=0/289, 9-17=0/350, 8-17=-921/0, 10-17=0/1055, 4-22=-44/116, 4-23=-1426/48, 8-20=0/201, 5-20=0/526 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 2-10-8, Interior (1) 2-10-8 to 3-11-14, Exterior(2R) 3-11-14 to 15-11-7, Interior (1) 15-11-7 to 25-6-3, Exterior(2R) 25-6-3 to 37-7-4, Interior (1) 37-7-4 to 39-9-8, Exterior (2E) 39-9-8 to 44-0-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 14 and 75 lb uplift at joint 23. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260193A08Piggyback Base 4 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:36 Page: 1 ID:ceLDNKK8qcNpdVbuk?d?j0zLqsg-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =2x8 =MT18HS 7x10 =3x4 =4x6 =MT18HS 7x10 =3x4 =3x4 =3x8 =2x4 =3x4 =3x4 =3x4 =3x10 =MT18HS 7x10 =4x10 =3x6 17 16 15 14 13 12 11 1 2 18 3 419 10 5 20 21678 9 1-4-4 -1-4-4 4-9-12 9-11-10 7-0-15 24-3-4 7-2-11 31-5-15 7-2-11 17-2-5 5-1-14 5-1-14 1-2-9 32-8-7 7-0-15 24-3-4 7-0-15 17-2-5 8-5-3 32-8-7 10-1-6 10-1-61-8-58-11-1410-0-0Scale = 1:67.7 Plate Offsets (X, Y):[5:0-6-8,0-1-8], [9:0-6-8,0-1-8], [12:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL)-0.18 16-17 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.72 Vert(CT)-0.37 16-17 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.56 Horz(CT)0.04 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 191 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-14 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 8-12, 4-17, 10-11, 9-11 REACTIONS (size)11=0-3-8, 17=0-3-8 Max Horiz 17=84 (LC 5) Max Uplift 17=-35 (LC 4) Max Grav 11=1294 (LC 1), 17=1389 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-4=-377/53, 4-5=-1323/104, 5-6=-1150/109, 6-8=-1150/109, 8-9=-915/107, 9-10=-219/212, 2-17=-409/84, 10-11=-200/187 BOT CHORD 16-17=0/957, 14-16=0/947, 12-14=0/861, 11-12=-15/157 WEBS 5-16=0/327, 5-14=0/273, 6-14=-432/61, 8-14=-4/420, 8-12=-780/70, 9-12=0/1179, 4-17=-1170/17, 9-11=-1310/0, 4-16=-65/106 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-10-9, Interior (1) 1-10-9 to 5-4-13, Exterior(2R) 5-4-13 to 14-6-8, Interior (1) 14-6-8 to 26-11-1, Exterior(2R) 26-11-1 to 31-5-15, Exterior(2E) 31-5-15 to 32-6-11; cantilever left and right exposed ; end vertical left andright exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)The Fabrication Tolerance at joint 5 = 8%, joint 9 = 16% 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 17. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260194A09Piggyback Base 2 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:36 Page: 1 ID:tLBJWLi5gq4?8daZDA8zfLzLqpc-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =2x8 =MT18HS 7x10 =3x4 =4x6 =3x4 =MT18HS 7x10 =3x4 =3x8 =2x4 =3x4 =3x4 =3x4 =3x10 =MT18HS 7x10 =4x10 =3x6 17 16 15 14 13 12 11 1 2 18 3 419 10 5 20 6 7 8 21 9 1-4-4 -1-4-4 5-0-0 9-11-10 7-0-15 24-3-4 7-2-11 31-5-15 7-2-11 17-2-5 4-11-11 4-11-11 1-2-9 32-8-7 7-0-15 24-3-4 7-4-7 17-2-5 8-5-3 32-8-7 9-9-14 9-9-141-8-58-11-1410-0-0Scale = 1:67.7 Plate Offsets (X, Y):[5:0-5-12,0-1-0], [9:0-6-8,0-1-8], [12:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL)-0.16 16-17 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.67 Vert(CT)-0.32 16-17 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.56 Horz(CT)0.04 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 191 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 8-12, 4-17, 10-11, 9-11 REACTIONS (size)11=0-3-8, 17=0-3-8 Max Horiz 17=84 (LC 5) Max Uplift 17=-36 (LC 4) Max Grav 11=1294 (LC 1), 17=1389 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-4=-352/53, 4-5=-1330/104, 5-6=-1151/109, 6-8=-1150/109, 8-9=-915/107, 9-10=-219/212, 2-17=-388/82, 10-11=-200/187 BOT CHORD 16-17=0/955, 14-16=0/945, 12-14=0/861, 11-12=-15/157 WEBS 5-16=0/320, 5-14=0/278, 6-14=-431/60, 8-14=-3/422, 8-12=-782/70, 9-12=0/1179, 4-17=-1197/17, 4-16=-61/107, 9-11=-1310/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-11-0, Interior (1) 1-11-0 to 5-4-2, Exterior(2R) 5-4-2 to 14-7-2, Interior (1) 14-7-2 to 26-10-7, Exterior(2R) 26-10-7 to 31-5-15, Exterior(2E) 31-5-15 to 32-6-11; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)The Fabrication Tolerance at joint 9 = 16% 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 17. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260195A10Piggyback Base 3 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:37 Page: 1 ID:x?3zhMIJZzcpPDA64QvXi3zLqh6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =M18SHS 6x8 =3x4 =4x4 =6x6 =3x8 =3x4 =3x8 =1x4 =4x6 =6x8 =3x4 =6x6 =3x5 =4x10 =3x8 =3x4 13 12 11 18 17 16 15 14 1 2 101939 4 2320 6 72221 85 1-4-4 -1-4-4 4-10-4 9-11-10 7-2-12 17-2-6 7-2-12 24-5-2 1-7-11 32-8-7 5-1-7 5-1-7 6-7-11 31-0-13 1-7-11 32-8-7 6-11-3 31-0-13 6-11-4 24-1-10 7-1-0 17-2-6 10-1-6 10-1-613-0-01-8-56-1-33-0-010-0-03-0-0Scale = 1:82 Plate Offsets (X, Y):[5:0-4-0,0-2-12], [8:Edge,0-3-8], [14:0-2-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL)-0.18 17-18 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.72 Vert(CT)-0.37 17-18 >999 180 M18SHS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.99 Horz(CT)0.07 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 210 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-7,7-8:2x6 SPFNo.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 6-14, 4-18 REACTIONS (size)11=0-3-8, 18=0-3-8 Max Horiz 18=89 (LC 5) Max Uplift 11=-33 (LC 4), 18=-54 (LC 4) Max Grav 11=1294 (LC 1), 18=1389 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-4=-378/54, 4-5=-1312/127, 5-6=-979/143, 6-8=-885/148, 8-9=-1219/120, 9-10=-404/96, 2-18=-403/84, 10-11=-1303/56 BOT CHORD 17-18=0/958, 15-17=0/1120, 14-15=0/1120, 13-14=0/132, 8-14=0/372, 12-13=0/14, 11-12=-60/74 WEBS 4-17=-64/102, 5-17=0/469, 6-17=-286/0, 6-15=0/271, 6-14=-443/0, 12-14=0/299, 9-14=0/658, 9-12=-1118/16, 4-18=-1177/41, 10-12=-10/1122 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-11-0, Interior (1) 1-11-0 to 5-4-2, Exterior(2R) 5-4-2 to 14-7-2, Interior (1) 14-7-2 to 19-9-10, Exterior(2R) 19-9-10 to 29-3-8, Exterior(2E) 29-3-8 to 32-6-11; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 11 and 54 lb uplift at joint 18. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260196A11Piggyback Base 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:37 Page: 1 ID:uH?xW6PAiI2s7e5E4eVlbWzLrlO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =M18SHS 6x8 =3x4 =4x4 =M18SHS 9x10 =3x8 =3x4 =3x8 =1x4 =3x4 =6x10 =3x4 =2x4 =8x8 =M18SHS 9x10 =3x5 =4x5 =3x8 =3x4 15 14 13 12 20 19 18 17 16 1 2 1121310 4 24 5 22 6 23 7 8 9 1-2-15 24-8-2 1-4-4 -1-4-4 4-8-12 9-8-10 6-9-7 16-6-1 6-11-3 23-5-3 1-6-3 32-8-7 4-11-15 4-11-15 6-6-3 31-2-5 1-2-15 24-6-6 1-6-3 32-8-7 6-7-11 16-6-1 6-7-15 31-2-5 6-9-7 23-3-7 9-10-6 9-10-612-9-81-8-56-1-33-0-09-9-83-0-0Scale = 1:89.7 Plate Offsets (X, Y):[5:0-8-0,0-1-12], [9:0-8-0,0-1-12], [16:0-2-12,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)-0.18 19-20 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.70 Vert(CT)-0.36 19-20 >999 180 M18SHS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.96 Horz(CT)0.24 12 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 222 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-10 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. 1 Row at midpt 8-16 WEBS 1 Row at midpt 6-19, 6-16, 4-20 WEBS 2 Rows at 1/3 pts 9-14 REACTIONS (size)12=0-3-8, 20=0-3-8 Max Horiz 20=89 (LC 5) Max Uplift 12=-32 (LC 4), 20=-54 (LC 4) Max Grav 12=1294 (LC 1), 20=1389 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-4=-364/53, 4-5=-1315/127, 5-6=-981/141, 6-8=-934/141, 8-9=-912/143, 9-10=-992/165, 10-11=-341/95, 2-20=-395/83, 11-12=-1272/67 BOT CHORD 19-20=0/954, 17-19=0/1139, 16-17=0/1139, 15-16=-165/0, 8-16=-92/17, 14-15=-3/59, 13-14=0/265, 12-13=-58/75 WEBS 4-19=-61/105, 5-19=0/479, 6-19=-324/0, 6-17=0/265, 6-16=-391/0, 14-16=0/1665, 9-16=0/1956, 9-14=-1771/0, 10-14=0/562, 10-13=-1079/39, 4-20=-1185/41, 11-13=-24/1124 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-11-0, Interior (1) 1-11-0 to 4-10-14, Exterior(2R) 4-10-14 to 14-4-2, Interior (1) 14-4-2 to 20-0-10, Exterior(2R) 20-0-10 to 29-3-8, Exterior(2E) 29-3-8 to 32-6-11; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)The Fabrication Tolerance at joint 9 = 8% 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 lb uplift at joint 12 and 54 lb uplift at joint 20. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260197A12Piggyback Base 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:38 Page: 1 ID:uH?xW6PAiI2s7e5E4eVlbWzLrlO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =2x8 =MT18HS 7x10 =3x4 =4x6 =MT18HS 7x10 =3x4 =3x4 =3x8 =2x4 =3x4 =3x6 =2x4 =8x8 =6x6 =6x8 =3x6 =3x6 =4x6 =3x4 15 14 13 12 20 19 18 17 16 1 2 11213 4 2410 5 22 6 23 7 8 9 1-2-15 24-8-2 1-4-4 -1-4-4 3-10-7 28-6-9 4-8-4 9-8-10 6-9-7 16-6-1 6-11-3 23-5-4 5-0-6 5-0-6 4-1-15 32-8-8 1-6-7 24-9-14 3-8-11 28-6-9 4-1-15 32-8-8 6-7-11 16-6-1 6-9-7 23-3-8 9-10-6 9-10-612-9-81-8-56-1-33-0-09-9-83-0-0Scale = 1:84.9 Plate Offsets (X, Y):[5:0-6-8,0-1-8], [9:0-4-4,0-2-0], [11:0-3-0,0-1-8], [16:0-7-12,0-6-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)-0.17 19-20 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.70 Vert(CT)-0.36 19-20 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.78 Horz(CT)0.19 12 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 225 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-14 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16,14-15. 1 Row at midpt 8-16 WEBS 1 Row at midpt 6-17, 4-20, 10-13 WEBS 2 Rows at 1/3 pts 9-14 REACTIONS (size)12=0-3-8, 20=0-3-8 Max Horiz 20=89 (LC 5) Max Uplift 12=-31 (LC 4), 20=-54 (LC 4) Max Grav 12=1295 (LC 1), 20=1389 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-4=-365/54, 4-5=-1315/127, 5-6=-1160/138, 6-8=-1159/138, 8-9=-917/143, 9-10=-941/193, 10-11=-763/135, 2-20=-397/84, 11-12=-1245/68 BOT CHORD 19-20=0/955, 17-19=0/950, 16-17=0/911, 15-16=-40/0, 8-16=-526/63, 14-15=-4/39, 13-14=0/503, 12-13=-55/71 WEBS 5-19=0/302, 5-17=0/324, 6-17=-435/70, 8-17=0/385, 14-16=0/1445, 9-16=0/1882, 9-14=-1500/0, 4-20=-1184/40, 11-13=0/866, 4-19=-61/104, 10-14=0/335, 10-13=-673/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-11-0, Interior (1) 1-11-0 to 4-11-3, Exterior(2R) 4-11-3 to 14-4-2, Interior (1) 14-4-2 to 20-0-10, Exterior(2R) 20-0-10 to 29-3-8, Exterior(2E) 29-3-8 to 32-6-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 12 and 54 lb uplift at joint 20. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260198A13Piggyback Base 3 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:38 Page: 1 ID:uH?xW6PAiI2s7e5E4eVlbWzLrlO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =2x8 =MT18HS 7x10 =3x6 =4x6 =MT18HS 7x10 =3x4 =3x6 =3x8 =2x4 =3x6 =4x6 =2x4 =8x16 =MT18HS 6x12 =8x8 =3x6 =3x4 =3x4 =4x10 =3x6 =3x8 =2x8 19 18 17 16 15 14 1324 23 22 21 20 1 12211 3 2825410 5 26 6 27 7 8 9 1-2-15 24-8-2 1-4-4 39-4-4 1-4-4 -1-4-4 4-4-12 33-4-6 4-3-8 28-11-10 4-8-4 9-8-10 6-9-7 16-6-1 6-11-3 23-5-4 4-7-10 38-0-0 5-0-6 5-0-6 1-6-7 24-9-14 6-4-7 31-2-5 6-7-11 16-6-1 6-9-7 23-3-8 6-9-11 38-0-0 9-10-6 9-10-612-9-81-8-53-0-09-9-83-0-0Scale = 1:96.8 Plate Offsets (X, Y):[5:0-6-8,0-1-8], [9:0-10-4,0-2-0], [20:0-8-0,0-7-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL)-0.18 23-24 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.73 Vert(CT)-0.38 23-24 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.95 Horz(CT)0.26 15 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 242 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-8 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20. 1 Row at midpt 8-20 WEBS 1 Row at midpt 6-21, 4-24, 11-15, 10-18 WEBS 2 Rows at 1/3 pts 9-18 REACTIONS (size)15=0-3-8, 24=0-3-8 Max Horiz 24=-60 (LC 4) Max Uplift 15=-62 (LC 4), 24=-65 (LC 4) Max Grav 15=1598 (LC 1), 24=1598 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-4=-374/59, 4-5=-1591/139, 5-6=-1517/149, 6-8=-1516/149, 8-9=-1416/150, 9-10=-1479/202, 10-11=-1603/138, 11-13=-279/107, 13-14=0/96, 2-24=-405/89, 13-15=-338/123 BOT CHORD 23-24=0/1138, 21-23=0/1161, 20-21=0/1422, 19-20=-87/0, 8-20=-284/69, 18-19=-4/60, 16-18=0/1155, 15-16=0/1135 WEBS 5-23=0/276, 5-21=0/582, 6-21=-436/79, 8-21=-3/133, 18-20=0/2409, 9-20=0/2503, 9-18=-1812/0, 4-24=-1450/49, 11-15=-1561/0, 4-23=-39/111, 10-18=-282/114, 10-16=-7/132, 11-16=-11/134 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 2-5-6, Interior (1) 2-5-6 to 4-4-3, Exterior(2R) 4-4-3 to 15-1-2, Interior (1) 15-1-2 to 19-3-10, Exterior(2R) 19-3-10 to 30-0-10, Interior (1) 30-0-10 to 35-6-10, Exterior(2E) 35-6-10 to 39-4-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 24 and 62 lb uplift at joint 15. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260199A14Piggyback Base 2 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:39 Page: 1 ID:QaL9I9qZ8JxZOvYoW10G?yzwPqn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =MT18HS 4x8 =3x4 =4x6 =4x12 =2x4 =5x6 =4x6 =10x12 =6x6 =6x10 =4x6 =4x6 =4x10 =5x10 =MT18HS 10x12 =4x10 =6x8 =3x4 16 15 14 13 12 11 10 9 3221 33 20 3419 35 18 36 17 1 3122 2 23 24 25 3 2627 28 4 5 302987 6 1-3-0 16-8-13 1-4-4 31-0-4 1-8-0 22-8-1 1-7-1 21-0-1 2-8-3 19-5-0 2-10-13 2-10-13 6-2-10 9-1-7 6-4-6 15-5-13 6-11-15 29-8-0 1-3-0 16-7-1 1-11-8 22-9-13 3-0-9 3-0-9 4-3-4 20-10-5 6-0-14 9-1-7 6-2-10 15-4-1 6-10-3 29-8-010-6-01-11-03-0-00-1-153-0-04-9-137-9-130-11-38-9-00-1-158-10-151-7-110-6-0Scale = 1:77.3 Plate Offsets (X, Y):[2:0-6-4,0-1-12], [5:0-7-0,0-2-0], [7:0-5-0,0-2-2], [8:0-9-8,0-2-4], [9:0-3-8,Edge], [15:0-2-0,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL)-0.23 17-18 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.89 Vert(CT)-0.38 17-18 >929 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.77 Horz(CT)0.18 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 420 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 7-8:2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 4-16:2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-6 max.): 2-5, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. WEBS 1 Row at midpt 5-15 REACTIONS (size)11=0-3-8, 21=0-3-8 Max Horiz 21=-131 (LC 6) Max Uplift 11=-107 (LC 6), 21=-457 (LC 6) Max Grav 11=2222 (LC 26), 21=2602 (LC 39) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2298/443, 2-3=-4239/278, 3-4=-4238/278, 4-5=-3923/159, 5-6=-1675/200, 6-7=-1865/239, 7-8=-1387/182, 8-9=-2134/149, 9-10=0/129, 1-21=-2518/474, 9-11=-2134/142 BOT CHORD 20-21=-31/161, 18-20=-114/1562, 17-18=0/4063, 16-17=-298/0, 4-17=-679/164, 15-16=-21/201, 13-15=0/2302, 12-13=0/1404, 11-12=-9/292 WEBS 2-20=-823/0, 2-18=0/3242, 3-18=-815/226, 4-18=-362/448, 15-17=0/5807, 5-15=-4851/0, 5-13=-2505/168, 6-13=-236/2113, 7-13=-344/116, 7-12=-733/0, 8-12=0/739, 1-20=-289/1832, 9-12=0/1190, 5-17=0/6309 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 0-7-0 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=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-1-12 to 2-10-13, Exterior(2R) 2-10-13 to 5-10-13, Interior (1) 5-10-13 to 16-8-13, Exterior(2R) 16-8-13 to 19-5-0, Exterior(2E) 19-5-0 to 21-0-11, Exterior(2R) 21-0-11 to 25-8-1, Interior (1) 25-8-1 to 28-0-4, Exterior(2E) 28-0-4 to 31-0-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)All plates are MT20 plates unless otherwise indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 457 lb uplift at joint 21 and 107 lb uplift at joint 11. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 92 lb up at 1-3-4, 94 lb down and 82 lb up at 2-10-13, 96 lb down and 82 lb up at 4-11-9, 92 lb down and 82 lb up at 6-11-9, and 92 lb down and 82 lb up at 8-11-9, and 104 lb down and 82 lb up at 10-8-8 on top chord, and 20 lb down and 48 lb up at 1-3-4, 164 lb down and 209 lb up at 2-10-13, 42 lb down and 62 lb up at 4-11-9, 42 lb down and 62 lb up at 6-11-9, and 42 lb down and 62 lb up at 8-11-9, and 1075 lb down at 10-8-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, PlateIncrease=1.15 Job Truss Truss Type Qty Ply WF62 S I54260200C01Roof Special Girder 1 2WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:40 Page: 1 ID:o32g0puGBmQHPAKuMqx6EqzMBF4-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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: 1-2=-60, 2-5=-60, 5-6=-60, 6-7=-60, 7-8=-60, 8-9=-60, 9-10=-60, 17-21=-20, 11-16=-20 Concentrated Loads (lb) Vert: 2=-27 (F), 20=-123 (F), 18=-16 (F), 3=-27 (F), 23=-27 (F), 25=-27 (F), 26=-27 (F), 33=0 (F), 34=-16 (F), 35=-16 (F), 36=-1075 (F) Job Truss Truss Type Qty Ply WF62 S I54260200C01Roof Special Girder 1 2WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:40 Page: 2 ID:o32g0puGBmQHPAKuMqx6EqzMBF4-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =MT18HS 5x10=5x10 =MT18HS 5x10 =8x8 =6x8 =5x6 =10x10 =3x4 =10x10 =2x4 =5x10 =3x6 =6x8 =5x6 =10x12 =MT18HS 7x10 =4x6 =MT18HS 5x14=2x8 15 36 14 37 1338 39 12 11 10 20 28 29 19 30 3118 1733 34 35 16 32 27 2619 21 823222345624257 1-4-4 31-0-4 3-4-1 18-9-14 3-5-13 22-3-11 3-7-12 11-9-14 3-7-15 15-5-13 3-9-13 8-2-2 3-8-4 25-11-15 4-4-5 4-4-5 3-8-1 29-8-0 4-6-1 4-6-1 5-4-2 15-4-1 5-5-14 9-11-15 6-9-14 22-1-15 7-6-1 29-8-09-3-51-11-03-0-06-3-53-0-0Scale = 1:66.1 Plate Offsets (X, Y):[2:0-8-4,0-1-12], [3:0-2-0,0-2-0], [7:0-1-12,0-2-0], [8:0-8-4,0-1-12], [9:0-2-0,0-1-8], [13:0-5-12,0-5-12], [16:0-3-4,Edge], [17:0-5-0,0-6-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)-0.18 16-17 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.96 Vert(CT)-0.33 16-17 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.94 Horz(CT)0.13 12 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 937 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 *Except* 5-15:2x4 SPF No.2, 18-16:2x8 SP 2250F 1.8E WEBS 2x4 SPF No.2 *Except* 20-1,12-10:2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)12=0-3-8, (req. 0-3-10), 20=0-3-8, (req. 0-3-14) Max Horiz 20=-144 (LC 29) Max Grav 12=12200 (LC 28), 20=13037 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-12153/0, 2-3=-8748/0, 3-4=-15825/0, 4-5=-17275/0, 5-7=-17227/0, 7-8=-9485/0, 8-9=-12926/0, 9-10=-2853/219, 10-11=0/136, 1-20=-11605/0, 10-12=-2358/190 BOT CHORD 19-20=0/909, 17-19=0/13555, 16-17=0/16403, 15-16=0/2091, 5-16=-430/35, 13-15=0/606, 12-13=0/7744 WEBS 2-19=0/8202, 13-16=0/13099, 8-13=0/8626, 1-19=0/8272, 3-17=0/7618, 3-19=-9025/0, 4-17=-1931/0, 4-16=0/1675, 7-13=-8991/0, 7-16=0/9511, 9-13=0/2221, 9-12=-10786/0 NOTES 1)4-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: 2x8 - 4 rows staggered at 0-4-0 oc, 2x4 - 1 row at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 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=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-2-12 to 3-2-12, Exterior(2R) 3-2-12 to 8-7-4, Interior (1) 8-7-4 to 18-0-12, Exterior(2R) 18-0-12 to 26-6-10, Interior (1) 26-6-10 to 28-0-4, Exterior(2E) 28-0-4 to 31-0-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)All plates are MT20 plates unless otherwise indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)WARNING: Required bearing size at joint(s) 20, 12 greater than input bearing size. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1479 lb down at 1-5-13, 1479 lb down at 3-5-13, 1479 lb down at 5-5-13, 1479 lb down at 7-5-13, 1479 lb down at 9-3-13, 1479 lb down at 10-7-4, 1479 lb down at 12-7-4, 1479 lb down at 14-7-4, 1481 lb down at 16-7-4, 1481 lb down at 18-7-4, 2124 lb down at 20-7-4, and 2101 lb down at 22-7-4, and 3531 lb down and 524 lb up at 24-6-8 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Job Truss Truss Type Qty Ply WF62 S I54260201C02Hip Girder 1 4WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:41 Page: 1 ID:d32BUH5z6fKWk5q1kJzFDbzLqVk-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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: 1-2=-60, 2-8=-60, 8-10=-60, 10-11=-60,16-20=-20, 12-15=-20 Concentrated Loads (lb) Vert: 14=-1463 (B), 28=-1463 (B), 29=-1463 (B),30=-1463 (B), 31=-1463 (B), 32=-1463 (B),33=-1463 (B), 34=-1463 (B), 35=-1463 (B),36=-1463 (B), 37=-2124 (B), 38=-2101 (B), 39=-3106 (B) Job Truss Truss Type Qty Ply WF62 S I54260201C02Hip Girder 1 4WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:41 Page: 2 ID:d32BUH5z6fKWk5q1kJzFDbzLqVk-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x10 =5x6 =3x6 =MT18HS 5x10 =4x6 =4x10 =2x4 =MT18HS 10x12 =3x6 =4x6 =3x10 13 12 23 11 24 10 25 26 27 9 8 1 7 2 6 2214 4 19 20 21 5181716153 1-4-4 -1-4-4 1-4-4 23-4-3 7-0-0 11-0-0 7-0-0 17-11-15 4-0-0 4-0-0 4-0-0 21-11-15 3-10-4 3-10-4 4-0-0 21-11-15 7-0-0 17-11-15 7-1-12 11-0-07-11-03-11-00-2-27-8-147-8-140-2-27-11-0Scale = 1:58.8 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [3:0-7-9,0-2-8], [5:0-7-12,0-3-0], [6:0-2-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 1.00 Vert(LL)0.07 10-12 >999 240 MT18HS 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.30 Vert(CT)-0.07 10-12 >999 180 MT20 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.92 Horz(CT)0.01 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 138 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-5:2x4 SPF-S1650F 1.6E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins, except end verticals, and 2-0-0 oc purlins (2-4-4 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)8=0-3-8, 13=0-3-8 Max Uplift 8=-902 (LC 6), 13=-911 (LC 6) Max Grav 8=1572 (LC 27), 13=1580 (LC 27) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-1101/760, 3-4=-1381/777, 4-5=-1377/776, 5-6=-1115/762, 6-7=0/129, 2-13=-1577/970, 6-8=-1565/958 BOT CHORD 12-13=-45/60, 10-12=-331/756, 9-10=-334/761, 8-9=-44/60 WEBS 3-12=-420/18, 3-10=-292/844, 4-10=-984/110, 5-10=-277/833, 5-9=-405/44, 2-12=-544/1079, 6-9=-540/1075 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-7-12, Exterior(2R) 1-7-12 to 8-2-15, Interior (1) 8-2-15 to 13-9-1, Exterior(2R) 13-9-1 to 20-4-3, Exterior(2E) 20-4-3 to 23-4-3; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)The Fabrication Tolerance at joint 3 = 0%, joint 5 = 12% 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 911 lb uplift at joint 13 and 902 lb uplift at joint 8. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 61 lb down and 36 lb up at 4-0-0, 61 lb down and 36 lb up at 6-0-11, 69 lb down and 52 lb up at 8-0-11, 69 lb down and 52 lb up at 10-0-11, and 61 lb down and 36 lb up at 15-11-3, and 61 lb down and 36 lb up at 17-11-15 on top chord, and 280 lb down and 505 lb up at 3-11-15, 35 lb down and 155 lb up at 6-0-11, 66 lb down and 90lb up at 8-0-11, 66 lb down and 90 lb up at 10-0-11, 66lb down and 90 lb up at 11-11-3, 66 lb down and 90 lbup at 13-11-3, and 35 lb down and 155 lb up at15-11-3, and 280 lb down and 505 lb up at 17-11-3 onbottom chord. The design/selection of such connection device(s) is the responsibility of others. 13)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60,8-13=-20 Concentrated Loads (lb) Vert: 3=-33 (F), 11=-26 (F), 12=-174 (F), 5=-33 (F),9=-174 (F), 15=-33 (F), 16=-41 (F), 18=-41 (F),21=-33 (F), 23=-17 (F), 24=-26 (F), 25=-26 (F),26=-26 (F), 27=-17 (F) Job Truss Truss Type Qty Ply WF62 S I54260202D01Hip Girder 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:42 Page: 1 ID:9Qjd9bwIsu2XBsW9URYh9JyANal-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =6x8 =3x8 =MT18HS 10x12 =4x6 =3x4 =MT18HS 10x12 =3x8 =6x8 =3x4 12 11 10 9 8 1 7 2 61320 14 19 4161715183 5 1-4-4 -1-4-4 1-4-4 23-4-3 5-0-0 11-0-0 5-0-0 15-11-15 6-0-0 21-11-15 6-0-0 6-0-0 5-10-4 21-11-15 5-10-4 5-10-4 10-3-7 16-1-119-11-03-11-00-2-29-8-149-8-140-2-29-11-0Scale = 1:62.9 Plate Offsets (X, Y):[2:0-3-8,Edge], [3:0-9-8,0-2-4], [5:0-9-8,0-2-4], [6:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL)-0.22 9-11 >999 240 MT18HS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.65 Vert(CT)-0.45 9-11 >573 180 MT20 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.21 Horz(CT)0.01 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 128 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-11, 5-9, 4-11, 4-9 REACTIONS (size)8=0-3-8, 12=0-3-8 Max Uplift 8=-78 (LC 6), 12=-78 (LC 6) Max Grav 8=1272 (LC 20), 12=1272 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-878/146, 3-4=-562/165, 4-5=-562/165, 5-6=-878/146, 6-7=0/129, 2-12=-1231/98, 6-8=-1231/98 BOT CHORD 11-12=-14/61, 9-11=0/735, 8-9=-14/61 WEBS 3-11=-46/213, 5-9=-46/213, 2-11=0/650, 6-9=0/650, 4-11=-385/24, 4-9=-385/24 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-7-12, Exterior(2R) 1-7-12 to 10-2-15, Interior (1) 10-2-15 to 11-9-1, Exterior(2R) 11-9-1 to 20-4-3, Exterior(2E) 20-4-3 to 23-4-3; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)The Fabrication Tolerance at joint 3 = 12%, joint 5 = 12% 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 12 and 78 lb uplift at joint 8. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260203D02Hip11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:42 Page: 1 ID:Wf2xn7B6gfpPqFCNm3xr2yyANaP-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x8 =3x8 =3x4 =MT18HS 4x8 =3x4 =3x4 =MT18HS 4x8 =3x4 =3x6 =3x8 =2x8 13 12 11 10 9 1 8 2 7 14 15 3 6 4 55-4-15 1-4-4 -1-4-4 1-4-4 23-4-3 4-0-0 17-11-15 4-0-0 8-0-0 5-11-15 13-11-15 4-0-0 4-0-0 4-0-0 21-11-15 5-8-7 13-10-3 8-1-12 21-11-15 8-1-12 8-1-123-11-011-4-011-11-0Scale = 1:72.8 Plate Offsets (X, Y):[4:0-6-4,0-1-12], [5:0-6-4,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL)-0.09 9-10 >999 240 MT18HS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.39 Vert(CT)-0.19 12-13 >999 180 MT20 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.24 Horz(CT)0.01 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 134 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 6-9 REACTIONS (size)9=0-3-8, 13=0-3-8 Max Horiz 13=0 (LC 4) Max Uplift 9=-69 (LC 4), 13=-69 (LC 4) Max Grav 9=958 (LC 1), 13=958 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-189/194, 3-4=-653/194, 4-5=-439/184, 5-6=-652/195, 6-7=-192/197, 7-8=0/106, 2-13=-270/188, 7-9=-274/190 BOT CHORD 12-13=0/350, 10-12=0/390, 9-10=0/352 WEBS 4-12=-41/188, 5-10=-43/188, 3-13=-701/0,3-12=-30/139, 6-10=-31/139, 6-9=-698/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-7-12, Interior (1) 1-7-12 to 3-9-1, Exterior(2R) 3-9-1 to 17-11-15, Interior (1) 17-11-15 to 20-4-3, Exterior(2E) 20-4-3 to 23-4-3; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 13 and 69 lb uplift at joint 9. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260204D03Piggyback Base 5 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:43 Page: 1 ID:?1V4lzykjIfawyS?9u_?v9zM8vE-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x8 =3x8 =3x4 =MT18HS 4x8 =3x4 =3x4 =MT18HS 4x8 =3x4 =3x6 =6x6 =5x10 =3x4 12 11 10 9 8 13 14 1 2 7 15 3 6 4 55-4-15 1-4-4 -1-4-4 4-0-0 8-0-0 4-0-0 17-11-15 5-11-15 13-11-15 4-0-0 21-11-15 4-0-0 4-0-0 0-3-8 21-11-15 5-8-7 13-10-3 7-10-4 21-8-7 8-1-12 8-1-123-11-01-11-011-4-011-11-02-0-0Scale = 1:74 Plate Offsets (X, Y):[4:0-6-4,0-1-12], [5:0-6-4,0-1-12], [7:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL)-0.10 11-12 >999 240 MT18HS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.39 Vert(CT)-0.19 11-12 >999 180 MT20 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.23 Horz(CT)0.03 14 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 134 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 6-8 REACTIONS (size)12=0-3-8, 14=0-3-8 Max Horiz 12=114 (LC 4) Max Uplift 12=-55 (LC 4), 14=-42 (LC 4) Max Grav 12=961 (LC 1), 14=842 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-188/195, 3-4=-652/180, 4-5=-437/171, 5-6=-648/172, 6-7=-239/71, 2-12=-269/188, 8-13=0/633, 7-13=0/633 BOT CHORD 11-12=-1/351, 9-11=0/392, 8-9=0/361 WEBS 4-11=-42/191, 5-9=-16/187, 3-11=-32/151, 3-12=-705/0, 6-9=-28/98, 6-8=-608/42, 7-14=-852/43 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-7-12, Interior (1) 1-7-12 to 3-9-1, Exterior(2R) 3-9-1 to 17-11-15, Interior (1) 17-11-15 to 21-6-11; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates 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)Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 12 and 42 lb uplift at joint 14. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260205D04Piggyback Base 3 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:43 Page: 1 ID:dnGnCxCTNyYPiIWiPuJ4JuzM8r1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x8 =3x8 =3x4 =MT18HS 4x8 =3x4 =3x4 =MT18HS 4x8 =3x4 =3x6 =6x6 =5x10 =3x4 11 10 9 8 7 12 13 1 6 14 2 5 3 45-4-15 4-0-0 4-0-0 4-0-0 17-11-15 4-0-0 8-0-0 5-11-15 13-11-15 4-0-0 21-11-15 0-3-8 21-11-15 5-8-7 13-10-3 7-10-4 21-8-7 8-1-12 8-1-123-11-00-11-011-4-011-11-03-0-0Scale = 1:72.8 Plate Offsets (X, Y):[3:0-6-4,0-1-12], [4:0-6-4,0-1-12], [6:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL)-0.10 10-11 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.39 Vert(CT)-0.19 10-11 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.23 Horz(CT)0.05 13 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 130 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 5-7 REACTIONS (size)11=0-3-8, 13=0-3-7 Max Horiz 11=32 (LC 4) Max Uplift 11=-25 (LC 4), 13=-33 (LC 4) Max Grav 11=868 (LC 1), 13=845 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-207/128, 2-3=-660/174, 3-4=-442/168, 4-5=-656/171, 5-6=-237/93, 1-11=-213/96, 7-12=0/656, 6-12=0/656 BOT CHORD 10-11=0/360, 8-10=0/395, 7-8=0/365 WEBS 3-10=-32/193, 4-8=-22/189, 2-10=-38/134, 2-11=-696/0, 5-8=-31/111, 5-7=-633/13, 6-13=-881/36 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 3-9-1, Exterior(2R) 3-9-1 to 17-11-15, Interior (1) 17-11-15 to 21-6-11; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)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. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 11 and 33 lb uplift at joint 13. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260206D05Piggyback Base 2 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:43 Page: 1 ID:6sW8Ozfk6pgN5kimR5TDABzM8p9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 Sheet Front1 Ply =2x8 =3x8 =3x4 =5x6 =4x6 =3x4 =3x8 =2x8 32 31 30 29 28 27 26 25 24 23 22 21 20 191 2 18173 164 155 146 137812 9 11 10 1-4-4 -1-4-4 1-4-4 18-6-4 8-7-0 17-2-0 8-7-0 8-7-0 17-2-01-11-010-6-0Scale = 1:62.7 Plate Offsets (X, Y):[26:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.19 Horz(CT)0.00 20 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 139 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-26, 9-27, 11-25 REACTIONS (size)20=17-2-0, 21=17-2-0, 22=17-2-0, 23=17-2-0, 24=17-2-0, 25=17-2-0, 26=17-2-0, 27=17-2-0, 28=17-2-0, 29=17-2-0, 30=17-2-0, 31=17-2-0, 32=17-2-0 Max Uplift 20=-65 (LC 4), 21=-146 (LC 4), 22=-37 (LC 4), 23=-63 (LC 4), 24=-82 (LC 4), 26=-137 (LC 9), 28=-82 (LC 4), 29=-63 (LC 4), 30=-37 (LC 4), 31=-146 (LC 4), 32=-65 (LC 4) Max Grav 20=152 (LC 1), 21=148 (LC 8), 22=120 (LC 8), 23=128 (LC 8), 24=133 (LC 8), 25=115 (LC 1), 26=424 (LC 4), 27=115 (LC 1), 28=133 (LC 8), 29=128 (LC 8), 30=120 (LC 8), 31=148 (LC 8), 32=152 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-32=-208/263, 1-2=0/106, 2-3=-12/150, 3-4=-17/80, 4-5=-63/145, 5-6=-91/205, 6-8=-122/269, 8-9=-161/349, 9-10=-164/357, 10-11=-164/357, 11-12=-161/349, 12-14=-122/269, 14-15=-91/205, 15-16=-63/145, 16-17=-17/80, 17-18=-12/150, 18-19=0/106, 18-20=-208/263 BOT CHORD 31-32=-60/133, 30-31=-60/133, 29-30=-60/133, 28-29=-60/133, 27-28=-60/133, 25-27=-60/133, 24-25=-60/133, 23-24=-60/133, 22-23=-60/133, 21-22=-60/133, 20-21=-60/133 WEBS 10-26=-407/153, 9-27=-88/0, 8-28=-106/99, 6-29=-99/75, 5-30=-99/68, 4-31=-105/113, 3-32=-138/71, 11-25=-88/0, 12-24=-106/99, 14-23=-99/75, 15-22=-99/68, 16-21=-105/113, 17-20=-138/71 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) -1-4-4 to 1-11-0, Exterior(2N) 1-11-0 to 5-7-0, Corner(3R) 5-7-0 to 11-7-0, Exterior(2N) 11-7-0 to 15-3-0, Corner(3E) 15-3-0 to 18-6-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8)Gable studs spaced at 1-4-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 32, 65 lb uplift at joint 20, 137 lb uplift at joint 26, 82 lb uplift at joint 28, 63 lb uplift at joint 29, 37 lb uplift at joint 30, 146 lb uplift at joint 31, 82 lb uplift at joint 24, 63 lb uplift at joint 23, 37 lb uplift at joint 22 and 146 lb uplift at joint 21. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260207E01Common Supported Gable 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:44 Page: 1 ID:nte90aWsutnneXncWdfl1WzM9sU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x8 =4x10 =4x6 =3x4 =5x10 =4x6 =3x4 =4x6 =4x10 =2x8 11 10 9 1 2 8 12 13 3 7 4 6 5 1-4-4 -1-4-4 4-3-10 8-7-0 4-3-10 12-10-10 4-3-6 17-2-0 4-3-6 4-3-6 8-7-0 17-2-0 8-7-0 8-7-01-11-010-6-0Scale = 1:63.5 Plate Offsets (X, Y):[10:0-5-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL)-0.08 9-10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.49 Vert(CT)-0.16 10-11 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.40 Horz(CT)0.01 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 96 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)9=0-3-8, 11=0-3-8 Max Horiz 11=62 (LC 4) Max Uplift 9=-22 (LC 4), 11=-60 (LC 4) Max Grav 9=692 (LC 8), 11=769 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-254/125, 3-5=-565/142, 5-7=-565/143, 7-8=-293/87, 2-11=-317/141, 8-9=-282/70 BOT CHORD 9-11=0/361 WEBS 5-10=-99/410, 3-10=-144/131, 3-11=-478/0, 7-10=-154/126, 7-9=-437/1 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-7-12, Interior (1) 1-7-12 to 5-7-0, Exterior(2R) 5-7-0 to 11-7-0, Interior (1) 11-7-0 to 14-0-4, Exterior(2E) 14-0-4 to 17-0-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 11 and 22 lb uplift at joint 9. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260208E02Common11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:44 Page: 1 ID:jpqmauyRPxJgy3XXdBIBU6zM9rw-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x8 =4x6 =4x6 =3x4 =7x12 =4x6 =3x6 =4x10 =6x6 =5x6 =4x6 =2x8 14 13 12 19 11 1 10 2 9 8715 3 16 6418 17 5 1-4-4 -1-4-4 1-4-4 20-2-4 1-8-0 17-4-11 1-5-5 18-10-0 3-6-14 15-8-11 3-6-14 12-1-14 4-3-10 8-7-0 4-3-6 4-3-6 3-3-1 18-10-0 6-11-15 15-6-15 8-7-0 8-7-010-6-01-11-00-1-153-2-53-2-50-1-153-4-57-1-1110-6-0Scale = 1:66.5 Plate Offsets (X, Y):[8:0-3-9,0-2-8], [13:0-6-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL)-0.03 12-13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.27 Vert(CT)-0.07 13-14 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.54 Horz(CT)0.01 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 123 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)11=0-3-8, 14=0-3-8 Max Horiz 14=0 (LC 56) Max Uplift 11=-214 (LC 6), 14=-70 (LC 6) Max Grav 11=1164 (LC 22), 14=887 (LC 23) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-246/121, 3-5=-685/154, 5-6=-784/163, 6-7=-1304/238, 7-8=-876/125, 8-9=-136/131, 9-10=0/129, 2-14=-310/136, 9-11=-350/154 BOT CHORD 12-14=0/643, 11-12=0/352 WEBS 5-13=-132/636, 7-12=-1091/208, 8-12=-51/977, 8-11=-844/24, 3-13=-140/130, 3-14=-669/0, 6-13=-468/152, 6-12=-156/426 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-7-12, Interior (1) 1-7-12 to 5-7-0, Exterior(2R) 5-7-0 to 11-7-0, Interior (1) 11-7-0 to 17-4-11, Exterior(2E) 17-4-11 to 20-2-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 214 lb uplift at joint 11 and 70 lb uplift at joint 14. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 129 lb down and 165 lb up at 17-4-11 on top chord, and 45 lb down and 85 lb up at 17-3-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-5=-60, 5-7=-60, 7-8=-60, 8-9=-60, 9-10=-60, 11-14=-20 Concentrated Loads (lb) Vert: 8=27 (F), 19=8 (F) Job Truss Truss Type Qty Ply WF62 S I54260209E03Roof Special Girder 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:45 Page: 1 ID:VQPVXtt6WIuu4kL849g?Z7zM9qk-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x8 =4x10 =4x6 =3x4 =5x10 =4x6 =MT18HS 5x14 =3x8 =6x6 =3x6 =2x8 13 12 11 10 91 2 8 14 18 6 7 3 1715 164 5 1-4-4 -1-4-4 1-4-4 20-2-4 1-8-0 15-8-11 3-1-5 18-10-0 4-3-10 8-7-0 4-3-6 4-3-6 5-5-11 14-0-11 4-11-1 18-10-0 5-3-15 13-10-15 8-7-0 8-7-010-6-01-11-00-1-154-10-54-10-50-1-155-0-55-5-1110-6-0Scale = 1:66.3 Plate Offsets (X, Y):[6:0-7-0,0-2-2], [7:0-3-0,0-1-12], [11:0-3-8,0-1-8], [12:0-5-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL)-0.10 12-13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.45 Vert(CT)-0.20 12-13 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.55 Horz(CT)0.02 10 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 112 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 6-7:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 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.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)10=0-3-8, 13=0-3-8 Max Horiz 13=-5 (LC 6) Max Uplift 10=-65 (LC 6), 13=-61 (LC 6) Max Grav 10=1206 (LC 22), 13=900 (LC 23) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-275/118, 3-5=-677/145, 5-6=-849/136, 6-7=-810/110, 7-8=-207/129, 8-9=0/129, 2-13=-334/135, 8-10=-417/144 BOT CHORD 11-13=0/777, 10-11=0/492 WEBS 5-12=-87/490, 6-12=-487/128, 6-11=-679/101, 7-11=-54/820, 7-10=-869/0, 3-12=-135/117, 3-13=-651/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-7-12, Interior (1) 1-7-12 to 5-7-0, Exterior(2R) 5-7-0 to 11-7-0, Interior (1) 11-7-0 to 14-0-11, Exterior(2R) 14-0-11 to 17-2-4, Exterior(2E) 17-2-4 to 20-2-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 10 and 61 lb uplift at joint 13. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260210E04Roof Special 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:45 Page: 1 ID:DWEiAoeh79IAbAVCdpHFUwzM9oS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =3x6 =6x6 =4x10 =2x4 =4x6 =4x6 =3x6 =3x8 =6x6 =5x6 =3x8 =5x10 =3x4 13 12 11 10 9 8 22 7 15 14 21 1 162 3 5 6172018 19 4 0-11-11 4-7-13 1-4-4 20-2-4 1-8-0 14-0-11 3-8-2 3-8-2 3-9-11 12-4-11 3-11-3 8-7-0 4-9-5 18-10-0 1-11-8 14-2-7 4-6-1 4-6-1 4-7-9 18-10-0 7-8-14 12-2-1510-6-02-5-31-11-02-5-33-0-00-1-150-1-153-0-02-5-35-5-30-1-155-7-20-11-36-6-50-1-156-8-53-9-1110-6-0Scale = 1:67 Plate Offsets (X, Y):[6:0-3-9,0-2-8], [7:0-3-4,0-1-8], [14:0-3-4,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL)-0.07 11-13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.43 Vert(CT)-0.16 11-13 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.49 Horz(CT)0.03 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 126 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2, 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. REACTIONS (size)9=0-3-8, 15= Mechanical Max Horiz 15=-142 (LC 6) Max Uplift 9=-83 (LC 6), 15=-7 (LC 6) Max Grav 9=1367 (LC 24), 15=975 (LC 24) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-15=-231/21, 1-2=-102/25, 2-3=-1707/57, 3-4=-1824/181, 4-5=-1180/243, 5-6=-629/126, 6-7=-1095/111, 7-8=0/129, 7-9=-1310/113 BOT CHORD 14-15=0/1387, 13-14=0/146, 3-14=-297/114, 11-13=0/66, 10-11=0/759, 9-10=-15/91 WEBS 2-15=-1562/28, 2-14=-538/50, 11-14=0/605, 4-14=-32/1191, 4-11=-188/442, 5-11=-482/189, 5-10=-477/0, 6-10=-1/307, 7-10=0/587 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 5-7-0, Exterior(2R) 5-7-0 to 11-7-0, Interior (1) 11-7-0 to 12-4-11, Exterior(2R) 12-4-11 to 17-2-4, Exterior(2E) 17-2-4 to 20-2-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 15 and 83 lb uplift at joint 9. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260211E05Roof Special 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:46 Page: 1 ID:suFdpBkUC4457J1mCamRHHzMBKS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =4x6 =2x4 =2x4 =MT18HS 5x10 =4x12 =2x4 =5x6 =4x12 =6x6 =3x4 =MT18HS 8x14 =3x4 =6x8 =3x413 12 11 10 9 8 7 6 231514 22 21 1 17 18 192 20 4 5 3 1-4-4 20-2-4 1-8-0 12-4-11 2-1-11 10-8-11 3-2-14 8-7-0 5-4-2 5-4-2 6-5-5 18-10-0 0-8-4 5-4-2 0-11-3 11-6-2 1-0-5 12-6-7 0-1-12 4-7-14 4-6-2 4-6-2 5-2-13 10-6-15 6-3-9 18-10-010-6-04-1-31-11-04-1-33-0-00-1-150-1-153-0-04-1-37-1-30-1-157-3-20-11-38-2-50-1-158-4-52-1-1110-6-0Scale = 1:75.7 Plate Offsets (X, Y):[2:0-5-0,0-2-2], [5:0-2-0,Edge], [6:0-3-8,Edge], [8:Edge,0-1-8], [14:0-4-0,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL)-0.05 13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.32 Vert(CT)-0.09 2 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.59 Horz(CT)0.02 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 140 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 1-2,4-5:2x6 SPFNo.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 3-11 REACTIONS (size)8=0-3-8, 15= Mechanical Max Horiz 15=-124 (LC 6) Max Uplift 8=-75 (LC 6) Max Grav 8=1348 (LC 24), 15=954 (LC 23) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-15=-889/25, 1-2=-1024/40, 2-3=-1496/140, 3-4=-878/213, 4-5=-614/131, 5-6=-1118/114, 6-7=0/129, 6-8=-1277/112 BOT CHORD 14-15=-33/173, 12-14=0/141, 2-14=-1221/146, 12-13=0/0, 11-12=0/30, 9-11=0/604, 8-9=0/191 WEBS 1-14=0/1206, 11-14=0/615, 3-14=0/1041, 3-11=-206/277, 4-11=-506/72, 5-9=-41/117, 6-9=0/436, 5-11=-151/155 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 5-4-2, Exterior(2R) 5-4-2 to 8-7-0, Exterior(2E) 8-7-0 to 10-8-11, Exterior(2R) 10-8-11 to 15-5-5, Interior (1) 15-5-5 to 17-2-4, Exterior(2E) 17-2-4 to 20-2-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 8. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260212E06Roof Special 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:47 Page: 1 ID:HTxlRCmMU?Tg_mlLtiJ8vvzMBKP-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 7.6812 =4x6 =4x10 5 4 1 2 3 2-1-8 2-1-8 2-1-6 -2-1-6 0-0-7 0-0-7 2-1-1 2-1-83-3-51-11-03-3-5Scale = 1:29.4 Plate Offsets (X, Y):[2:0-4-2,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.25 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(CT)-0.04 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-4-9 Max Horiz 5=233 (LC 4) Max Uplift 3=-81 (LC 6), 4=-60 (LC 4), 5=-93 (LC 4) Max Grav 3=64 (LC 5), 4=37 (LC 5), 5=398 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-346/176, 1-2=0/122, 2-3=-65/33 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner (3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 5, 81 lb uplift at joint 3 and 60 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260213EJJack-Open Girder 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:47 Page: 1 ID:czpjxtFQ1QJsnHImK_qzD4zM9y?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =3x4 =2x4 4 3 1 2 2-0-0 2-0-03-4-51-8-53-4-5Scale = 1:25.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL)0.00 3-4 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.17 Vert(CT)0.00 3-4 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.02 2 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 7 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2= Mechanical, 3= Mechanical, 4=0-3-8 Max Horiz 4=132 (LC 4) Max Uplift 2=-111 (LC 4), 3=-43 (LC 4), 4=-3 (LC 8) Max Grav 2=85 (LC 7), 3=47 (LC 5), 4=94 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-58/0, 1-2=-84/48 BOT CHORD 3-4=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 4, 43 lb uplift at joint 3 and 111 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260214EKJack-Open 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:48 Page: 1 ID:U6ugMM3y6Jzm1DoxbP3_FPzM9zX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 6 54 1 2 3 1-4-4 -1-4-4 1-10-14 1-10-14 0-2-7 1-10-14 1-8-7 1-8-75-9-143-11-05-9-14Scale = 1:40 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL)0.00 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.06 Vert(CT)0.00 5-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horz(CT)-0.01 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-10-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 6=0-3-8 Max Horiz 6=220 (LC 4) Max Uplift 3=-47 (LC 6), 4=-334 (LC 4), 6=-131 (LC 5) Max Grav 3=86 (LC 5), 4=159 (LC 5), 6=297 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-310/158, 1-2=0/106, 2-3=-64/58 BOT CHORD 5-6=-162/67, 4-5=0/0 WEBS 2-5=-165/403 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 131 lb uplift at joint 6, 334 lb uplift at joint 4 and 47 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260215G2Jack-Open 4 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:48 Page: 1 ID:fE3qg7BsWhLCrv82kDmZCjzM9zM-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 8.4912 =2x4 =3x6 =3x4 =2x4 5 8 4 1 2 6 7 3 1-11-0 -1-11-0 5-6-6 5-6-6 5-6-67-9-153-11-07-9-15Scale = 1:45.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL)0.23 4-5 >270 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.71 Vert(CT)0.21 4-5 >294 180 TCDL 10.0 Rep Stress Incr NO WB 0.06 Horz(CT)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 38 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5=0-4-9 Max Horiz 5=159 (LC 4) Max Uplift 4=-396 (LC 4), 5=-321 (LC 4) Max Grav 4=269 (LC 8), 5=447 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-321/114, 1-2=0/119, 2-3=-159/143, 3-4=-143/32 BOT CHORD 4-5=-107/6 WEBS 2-4=-8/264 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Corner (3) -1-11-0 to 2-3-15,Exterior(2R) 2-3-15 to 5-4-10; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof liveload of 15.5 psf or 2.00 times flat roof load of 20.0 psf onoverhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 321 lb uplift at joint 5 and 396 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 123 lb down and 28 lb up at 2-9-8, and 123 lb down and 28 lb up at 2-9-8 on top chord, and 99 lb down and 241 lb up at 2-9-8, and 99 lb down and 241 lb up at 2-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Job Truss Truss Type Qty Ply WF62 S I54260216G3Diagonal Hip Girder 2 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:48 Page: 1 ID:Hf7wtNxcv0?2hB_41Cy7azzM9TP-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 =3x6 5 4 1 2 3 1-4-4 -1-4-4 4-0-0 4-0-0 4-0-07-11-03-11-07-11-02-6-122-6-124-9-137-4-9Scale = 1:45.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.14 Vert(CT)-0.02 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 31 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=179 (LC 4) Max Uplift 3=-19 (LC 4), 4=-214 (LC 4) Max Grav 3=93 (LC 1), 4=74 (LC 3), 5=273(LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-142/65, 3-4=0/0, 2-5=-236/0 BOT CHORD 4-5=-121/6 WEBS 2-4=-8/334 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 19 lb uplift at joint 3 and 214 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)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 WF62 S I54260217G4Monopitch41WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:48 Page: 1 ID:jO?wO3awzWNghqbCcxL3VTzM9ys-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =3x6 =3x4 =3x6 4 3 1 2 0-4-0 0-4-0 3-8-0 4-0-0 0-5-12 0-5-12 3-6-4 4-0-07-11-00-3-87-11-04-3-0Scale = 1:50.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL)-0.01 3-4 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.14 Vert(CT)-0.02 3-4 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 2 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 29 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2= Mechanical, 3= Mechanical, 4=0-3-8 Max Horiz 4=71 (LC 4) Max Uplift 2=-41 (LC 4), 3=-121 (LC 4) Max Grav 2=101 (LC 1), 3=94 (LC 5), 4=160(LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-120/9, 1-2=-113/58, 2-3=0/0 BOT CHORD 3-4=-59/32 WEBS 1-3=-74/187 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 2 and 121 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)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 WF62 S I54260218G6Roof Special 4 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:49 Page: 1 ID:s2oZ5VEQ5_N?Ltktao7?FhyANjO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 1212Sheet Front 1 Ply =4x6 16 15 14 13 12 11 10 1 9 2 8 73 4 6 5 0-11-4 -0-11-4 0-11-4 8-11-4 3-11-15 8-0-0 4-0-1 4-0-1 8-0-01-11-131-11-145-11-14Scale = 1:38.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.05 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.12 Horz(CT)0.00 10 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 51 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)10=8-0-0, 11=8-0-0, 12=8-0-0, 13=8-0-0, 14=8-0-0, 15=8-0-0, 16=8-0-0 Max Uplift 10=-64 (LC 4), 11=-98 (LC 4), 12=-21 (LC 4), 13=-59 (LC 5), 14=-21 (LC 4), 15=-99 (LC 4), 16=-64 (LC 4) Max Grav 10=131 (LC 6), 11=154 (LC 8), 12=133 (LC 8), 13=239 (LC 4), 14=133 (LC 8), 15=154 (LC 8), 16=131 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-16=-129/96, 1-2=0/77, 2-3=-34/92, 3-4=-89/160, 4-5=-126/205, 5-6=-126/205, 6-7=-89/160, 7-8=-34/92, 8-9=0/77, 8-10=-129/97 BOT CHORD 15-16=-21/57, 14-15=-21/57, 13-14=-21/57, 12-13=-21/57, 11-12=-21/57, 10-11=-21/57 WEBS 5-13=-227/87, 4-14=-109/46, 3-15=-118/82, 6-12=-109/46, 7-11=-118/82 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) -0-11-4 to 2-0-12, Corner(3R) 2-0-12 to 5-11-4, Corner(3E) 5-11-4 to 8-11-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8)Gable studs spaced at 1-4-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 64 lb uplift at joint 16, 64 lb uplift at joint 10, 59 lb uplift at joint 13, 21 lb uplift at joint 14, 99 lb uplift at joint 15, 21 lb uplift at joint 12 and 98 lb uplift at joint 11. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260219GAValley11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:49 Page: 1 ID:N3O8P4oeKXkZ?S0RsmBT8kzM9Pj-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x8 =4x6 =2x4 =2x4 =2x8 8 7 6 1 5 2 4 3 0-11-4 -0-11-4 0-11-4 8-11-4 3-11-15 8-0-0 4-0-1 4-0-1 8-0-01-4-71-4-85-4-8Scale = 1:38.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 33 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)6=8-0-0, 7=8-0-0, 8=8-0-0 Max Uplift 6=-159 (LC 4), 8=-159 (LC 4) Max Grav 6=314 (LC 8), 7=224 (LC 1), 8=314 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-8=-277/183, 1-2=0/77, 2-3=-226/188, 3-4=-226/189, 4-5=0/77, 4-6=-277/183 BOT CHORD 7-8=-6/72, 6-7=-6/72 WEBS 3-7=-145/46 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) -0-11-4 to 2-0-12, Corner(3R) 2-0-12 to 5-11-4, Corner(3E) 5-11-4 to 8-11-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof liveload of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securelybraced against lateral movement (i.e. diagonal web). 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 159 lb uplift at joint 8 and 159 lb uplift at joint 6. 10)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260220GV1Valley11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:49 Page: 1 ID:Lg6nQA51qIn8qYWTc8u6UAyANh_-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x8 =4x6 =2x4 =2x8 =2x4 8 7 6 1 5 2 4 3 0-11-4 -0-11-4 0-11-4 8-11-4 3-11-15 8-0-0 4-0-1 4-0-1 8-0-03-4-73-4-87-4-8Scale = 1:47.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.19 Horz(CT)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 40 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)6=8-0-0, 7=8-0-0, 8=8-0-0 Max Uplift 6=-192 (LC 4), 8=-192 (LC 4) Max Grav 6=275 (LC 8), 7=290 (LC 1), 8=275 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-8=-240/220, 1-2=0/77, 2-3=-174/238, 3-4=-174/238, 4-5=0/77, 4-6=-240/220 BOT CHORD 7-8=-15/55, 6-7=-15/55 WEBS 3-7=-218/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) -0-11-4 to 2-0-12, Corner(3R) 2-0-12 to 5-11-4, Corner(3E) 5-11-4 to 8-11-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof liveload of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securelybraced against lateral movement (i.e. diagonal web). 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 192 lb uplift at joint 8 and 192 lb uplift at joint 6. 10)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260221GV2Valley11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:50 Page: 1 ID:zyvK0mm4TPy9g6AisHqAG3yANcF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x8 =2x8 =4x6 =2x4 =2x8 =2x8 8 7 6 1 5 2 4 3 0-11-4 -0-11-4 0-11-4 8-11-4 3-11-15 8-0-0 4-0-1 4-0-1 8-0-05-4-75-4-89-4-8Scale = 1:56 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.12 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.12 Horz(CT)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 47 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS (size)6=8-0-0, 7=8-0-0, 8=8-0-0 Max Uplift 6=-221 (LC 4), 8=-220 (LC 4) Max Grav 6=274 (LC 8), 7=312 (LC 4), 8=274(LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-8=-249/263, 1-2=0/77, 2-3=-184/292, 3-4=-184/292, 4-5=0/77, 4-6=-249/263 BOT CHORD 7-8=-57/92, 6-7=-57/92 WEBS 3-7=-305/25 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) -0-11-4 to 2-0-12, Corner(3R) 2-0-12 to 5-11-4, Corner(3E) 5-11-4 to 8-11-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof liveload of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securelybraced against lateral movement (i.e. diagonal web). 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 220 lb uplift at joint 8 and 221 lb uplift at joint 6. 10)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260222GV3Valley11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:50 Page: 1 ID:Op7uCc?dlYTJ4BiY1UBs4HyANbx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x8 =5x6 =6x6 =2x4 7 6 5 1 2 4983 1-4-4 -1-4-4 1-8-8 1-8-8 5-1-8 6-10-0 1-6-12 1-6-12 5-3-4 6-10-03-7-81-11-03-5-60-2-23-5-63-5-60-2-23-7-8Scale = 1:31.8 Plate Offsets (X, Y):[3:0-3-9,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL)-0.01 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.09 Vert(CT)-0.01 5-6 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.10 Horz(CT)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 39 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-14 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5= Mechanical, 7=0-3-8 Max Horiz 7=106 (LC 6) Max Uplift 4=-169 (LC 6), 7=-374 (LC 6) Max Grav 4=397 (LC 16), 5=85 (LC 5), 7=497 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-249/284, 3-4=-194/189, 4-5=0/0, 2-7=-510/347 BOT CHORD 6-7=-82/0, 5-6=-43/46 WEBS 2-6=-83/247, 3-6=-173/44, 4-6=-165/185 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-8-8, Exterior(2R) 1-8-8 to 3-8-4, Exterior(2E) 3-8-4 to 6-8-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 374 lb uplift at joint 7 and 169 lb uplift at joint 4. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 12)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 lb down and 17 lb up at 1-8-8 on top chord, and 30 lb down and 306 lb up at 1-8-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Job Truss Truss Type Qty Ply WF62 S I54260223J1Monopitch Girder 2 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:50 Page: 1 ID:6CEcf2Fs26EymiuisQWNOMzM9ZS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x4 =6x6 =3x4 =2x4 6 5 1 7 2 3 4 1-4-4 -1-4-4 3-1-8 6-10-0 3-8-8 3-8-8 0-1-8 6-10-0 6-8-8 6-8-85-7-81-11-05-1-140-2-20-3-85-5-65-5-60-2-25-7-8Scale = 1:39.6 Plate Offsets (X, Y):[3:0-3-14,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL)-0.11 5-6 >715 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.47 Vert(CT)-0.22 5-6 >357 180 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horz(CT)0.00 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 40 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)5= Mechanical, 6=0-3-8 Max Horiz 6=48 (LC 6) Max Uplift 5=-24 (LC 6), 6=-47 (LC 6) Max Grav 5=377 (LC 20), 6=606 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-177/199, 3-4=-71/78, 4-5=-181/27, 2-6=-438/201 BOT CHORD 5-6=-25/72 WEBS 3-5=-159/42, 3-6=-140/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-7-12, Exterior(2R) 1-7-12 to 3-8-8, Exterior(2E) 3-8-8 to 6-8-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 PlateDOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 6 and 24 lb uplift at joint 5. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260224J1AHalf Hip 2 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:51 Page: 1 ID:3PxfnAu6ZOwRdsSuT3yo2YzM9Yd-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 8.4912 =2x4 =3x6 =3x6 =3x4 6 54 1 2 3 1-11-0 -1-11-0 2-3-8 2-3-8 0-3-12 2-3-8 1-11-12 1-11-123-6-71-11-03-6-7Scale = 1:30.9 Plate Offsets (X, Y):[3:0-3-8,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL)0.00 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 5-6 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.05 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 5= Mechanical, 6=0-4-9 Max Horiz 6=161 (LC 4) Max Uplift 3=-98 (LC 6), 5=-152 (LC 4), 6=-139 (LC 4) Max Grav 3=80 (LC 4), 5=50 (LC 3), 6=358 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-340/150, 1-2=0/119, 2-3=-77/82, 3-5=0/0 BOT CHORD 5-6=-135/0, 4-5=0/0 WEBS 2-5=0/246 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner (3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 15.5 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 lb uplift at joint 6, 98 lb uplift at joint 3 and 152 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)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 WF62 S I54260225J1BDiagonal Hip Girder 2 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:51 Page: 1 ID:Hzme7lMRUNwSuLEUXuB0OmzM9ac-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 1-8-8 1-8-8 0-1-3 1-8-8 1-7-5 1-7-53-7-81-11-03-7-8Scale = 1:31.1 Plate Offsets (X, Y):[4:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.02 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 11 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=272 (LC 4) Max Uplift 3=-57 (LC 6), 4=-260 (LC 4), 5=-19 (LC 9) Max Grav 3=67 (LC 5), 4=51 (LC 5), 5=254 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-238/34, 1-2=0/106, 2-3=-64/45 BOT CHORD 4-5=-246/32 WEBS 2-4=-48/365 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 5, 260 lb uplift at joint 4 and 57 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260226J1CJack-Open 2 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:51 Page: 1 ID:1Q8yXEepcxMzh7fy0H6xz6zM9bY-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x4 =6x6 =3x4 =2x4 6 5 1 2 7 3 4 1-4-4 -1-4-4 2-0-4 6-10-0 4-9-12 4-9-12 0-1-8 6-10-0 6-8-8 6-8-86-8-121-11-06-3-20-2-20-3-86-6-106-6-100-2-26-8-12Scale = 1:43.3 Plate Offsets (X, Y):[3:0-3-14,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL)-0.11 5-6 >715 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.47 Vert(CT)-0.22 5-6 >357 180 TCDL 10.0 Rep Stress Incr YES WB 0.18 Horz(CT)0.00 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 44 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)5= Mechanical, 6=0-3-8 Max Horiz 6=48 (LC 6) Max Uplift 5=-24 (LC 6), 6=-47 (LC 6) Max Grav 5=330 (LC 20), 6=643 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-219/224, 3-4=-87/94, 4-5=-114/17, 2-6=-496/224 BOT CHORD 5-6=-55/81 WEBS 3-5=-220/48, 3-6=-173/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-7-12, Exterior(2R) 1-7-12 to 4-9-12, Exterior(2E) 4-9-12 to 6-8-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 6 and 24 lb uplift at joint 5. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260227J1DHalf Hip 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:52 Page: 1 ID:EneEflEgz?RT_9bG6xTMARzM9YB-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 5-0-0 5-0-0 0-2-14 5-0-0 4-9-2 4-9-26-11-01-11-06-11-0Scale = 1:41.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL)-0.03 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.24 Vert(CT)-0.07 4-5 >875 180 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=252 (LC 4) Max Uplift 3=-107 (LC 4), 4=-50 (LC 4) Max Grav 3=219 (LC 8), 4=97 (LC 3), 5=296(LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-248/9, 1-2=0/106, 2-3=-116/138 BOT CHORD 4-5=-226/125 WEBS 2-4=-132/239 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 107 lb uplift at joint 3 and 50 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260228J3Jack-Open 13 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:52 Page: 1 ID:Cw8ZR7Xk1_utG7BSBgzcnwzM9cz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 7.6812 =2x4 =3x6 =3x4 6 10 11 54 1 2 7 8 9 3 2-1-6 -2-1-6 4-4-1 4-4-1 0-0-7 0-0-7 0-4-0 4-4-1 3-11-10 4-0-14-8-61-11-04-8-6Scale = 1:32.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL)0.10 5-6 >508 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.57 Vert(CT)0.09 5-6 >566 180 TCDL 10.0 Rep Stress Incr NO WB 0.06 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 20 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-2-1 oc bracing. REACTIONS (size)3= Mechanical, 5= Mechanical, 6=0-4-9 Max Horiz 6=271 (LC 4) Max Uplift 3=-74 (LC 4), 5=-198 (LC 4), 6=-335 (LC 4) Max Grav 3=132 (LC 8), 5=86 (LC 3), 6=316 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-276/148, 1-2=0/122, 2-3=-144/60 BOT CHORD 5-6=-245/55, 4-5=0/0 WEBS 2-5=-60/265 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner (3) -2-1-6 to 2-1-8, Exterior(2R) 2-1-8 to 4-3-5; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 5)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 335 lb uplift at joint 6, 74 lb uplift at joint 3 and 198 lb uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 121 lb down and 125 lb up at 1-3-12, and 138 lb down and 120 lb up at 1-9-13 on top chord, and 123 lb up at 1-3-12, and 211 lb up at 1-9-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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 + Snow (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: 7=42 (F), 8=40 (B) Job Truss Truss Type Qty Ply WF62 S I54260229J3ADiagonal Hip Girder 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:52 Page: 1 ID:rDt5yDgFDgPAi_6muCBQGSzM9cn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. =2x4 =2x4 =2x4 =2x4 4 3 1 2 1-10-8 1-10-83-0-0Scale = 1:25 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.03 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 10 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=1-10-8, 4=1-10-8 Max Uplift 3=-46 (LC 4), 4=-46 (LC 4) Max Grav 3=63 (LC 1), 4=63 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-48/55, 1-2=-41/55, 2-3=-48/55 BOT CHORD 3-4=-36/49 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner (3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 46 lb uplift at joint 4 and 46 lb uplift at joint 3. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260230J3BFlat Supported Gable 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:53 Page: 1 ID:gNEMCGl0oW9KQvawESIqVjzM9ch-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. =2x4 =3x4 =3x4 =2x4 4 3 1 2 3-8-7 3-8-73-0-0Scale = 1:25 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL)-0.01 3-4 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.11 Vert(CT)-0.02 3-4 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 18 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=0-3-8 Max Uplift 3=-99 (LC 4), 4=-75 (LC 4) Max Grav 3=136 (LC 1), 4=386 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-352/96, 1-2=-39/42, 2-3=-102/119 BOT CHORD 3-4=-39/42 WEBS 1-3=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner (3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 PlateDOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9;Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live loadapplied where required. 4)Provide adequate drainage to prevent water ponding. 5)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 75 lb uplift at joint 4 and 99 lb uplift at joint 3. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 250 lb down and 75 lb up at 0-1-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 1=-250 Job Truss Truss Type Qty Ply WF62 S I54260231J3CFlat Structural Gable 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:53 Page: 1 ID:Y9Tt2eoXskfmvWthTIMmgZzM9cd-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 3-8-7 3-8-7 0-2-8 3-8-7 3-5-15 3-5-154-9-51-8-54-9-5Scale = 1:32.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.12 Vert(CT)-0.02 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 18 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=272 (LC 4) Max Uplift 3=-95 (LC 4), 4=-82 (LC 4) Max Grav 3=125 (LC 8), 4=71 (LC 3), 5=253(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-217/13, 1-2=0/96, 2-3=-88/69 BOT CHORD 4-5=-249/62 WEBS 2-4=-67/269 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 95 lb uplift at joint 3 and 82 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260232J3DJack-Open 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:53 Page: 1 ID:RkIgbST1veby?zaFBLsfO9zM9bm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 7.6812 =2x8 =8x8 =3x4 5 4 1 2 6 3 2-1-11 -2-1-11 2-11-11 2-11-11 0-2-1 2-11-11 2-9-10 2-9-103-9-141-11-03-9-14Scale = 1:30.6 Plate Offsets (X, Y):[2:0-3-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL)0.10 4 >327 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.13 Vert(CT)-0.08 4 >412 180 TCDL 10.0 Rep Stress Incr NO WB 0.03 Horz(CT)-0.06 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 20 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 5=0-3-8 Max Horiz 5=246 (LC 4) Max Uplift 3=-108 (LC 4), 5=-105 (LC 4) Max Grav 3=125 (LC 5), 5=378 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/123, 2-3=-74/64, 2-5=-350/145 BOT CHORD 4-5=-101/11 WEBS 2-4=-13/116 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Corner (3) 0-10-4 to 5-1-3,Exterior(2R) 5-1-3 to 5-10-14; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof liveload of 16.3 psf or 2.00 times flat roof load of 20.0 psf onoverhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 3 and 105 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260233J3EJack-Open Girder 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:53 Page: 1 ID:Y9Tt2eoXskfmvWthTIMmgZzM9cd-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =3x6 =3x4 5 4 1 2 3 1-2-11 1-2-11 1-4-4 -1-4-4 0-1-1 1-2-11 1-1-9 1-1-92-8-81-8-52-8-8Scale = 1:37.9 Plate Offsets (X, Y):[4:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL)0.00 5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.01 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-2-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=105 (LC 4) Max Uplift 3=-95 (LC 6), 4=-169 (LC 4), 5=-44 (LC 4) Max Grav 3=75 (LC 4), 4=22 (LC 3), 5=277 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-266/50, 1-2=0/96, 2-3=-74/48 BOT CHORD 4-5=-128/0 WEBS 2-4=0/217 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 5, 169 lb uplift at joint 4 and 95 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260234J3FJack-Open 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:54 Page: 1 ID:rDt5yDgFDgPAi_6muCBQGSzM9cn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 5 4 1 2 3 1-1-6 1-1-6 1-4-4 -1-4-4 0-1-0 1-1-6 1-0-6 1-0-63-0-61-11-03-0-6Scale = 1:39 Plate Offsets (X, Y):[4:0-0-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL)0.00 5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.01 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-1-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=143 (LC 4) Max Uplift 3=-108 (LC 6), 4=-295 (LC 4) Max Grav 3=127 (LC 4), 4=19 (LC 3), 5=287 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-277/0, 1-2=0/106, 2-3=-90/89 BOT CHORD 4-5=-170/0 WEBS 2-4=0/346 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 295 lb uplift at joint 4 and 108 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260235J3GJack-Open 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:54 Page: 1 ID:rDt5yDgFDgPAi_6muCBQGSzM9cn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 5 7 4 1 2 6 3 1-4-4 -1-4-4 5-0-0 5-0-0 0-2-14 5-0-0 4-9-2 4-9-26-11-01-11-06-11-0Scale = 1:41.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)0.20 4-5 >298 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.75 Vert(CT)0.15 4-5 >390 180 TCDL 10.0 Rep Stress Incr NO WB 0.06 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-11-9 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=252 (LC 4) Max Uplift 3=-146 (LC 4), 4=-226 (LC 4), 5=-179 (LC 9) Max Grav 3=267 (LC 8), 4=180 (LC 8), 5=376 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-261/76, 1-2=0/106, 2-3=-187/172 BOT CHORD 4-5=-226/125 WEBS 2-4=-132/239 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 179 lb uplift at joint 5, 146 lb uplift at joint 3 and 226 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 233 lb down and 161 lb up at 2-10-5 on top chord, and 176 lb down and 314 lb up at 2-10-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=-31 (F), 7=-149 (F) Job Truss Truss Type Qty Ply WF62 S I54260236J3HJack-Open Girder 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:54 Page: 1 ID:GufxrVXoUUL6ju2PYcz3eQzM9bg-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 16.9712 =3x4 =3x4 =3x4 =3x4 1 18 17 16 15 14 13 12 11 2 10 9345678 0-2-6 13-9-8 1-9-14 13-7-1 2-0-4 2-0-4 9-8-15 11-9-3 13-9-82-10-90-0-42-6-15Scale = 1:30.5 Plate Offsets (X, Y):[3:0-1-2,Edge], [9:0-1-2,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.03 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 49 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=13-9-8, 11=13-9-8, 12=13-9-8, 13=13-9-8, 14=13-9-8, 15=13-9-8, 16=13-9-8, 17=13-9-8, 18=13-9-8 Max Uplift 1=-9 (LC 5), 11=-9 (LC 5), 12=-51 (LC 4), 14=-9 (LC 4), 15=-6 (LC 4), 16=-9 (LC 4), 18=-51 (LC 4) Max Grav 1=39 (LC 1), 11=39 (LC 1), 12=153 (LC 7), 13=149 (LC 7), 14=182 (LC 7), 15=176 (LC 7), 16=182 (LC 7), 17=149 (LC 7), 18=153 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-49/21, 2-3=-90/33, 3-4=-51/40, 4-5=-51/40, 5-6=-51/40, 6-7=-51/40, 7-8=-51/40, 8-9=-51/40, 9-10=-90/33, 10-11=-49/21 BOT CHORD 1-18=-16/32, 17-18=-16/32, 16-17=-16/32, 15-16=-16/32, 14-15=-16/32, 13-14=-16/32, 12-13=-16/32, 11-12=-16/32 WEBS 6-15=-136/30, 5-16=-142/33, 4-17=-108/15, 2-18=-115/67, 7-14=-142/33, 8-13=-108/15, 10-12=-115/67 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-3-6 to 2-0-7, Exterior(2R) 2-0-7 to 6-3-6, Interior (1) 6-3-6 to 7-6-8, Exterior(2R) 7-6-8 to 11-9-6, Exterior(2E) 11-9-6 to 13-6-7; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 1, 9 lb uplift at joint 11, 6 lb uplift at joint 15, 9 lb uplift at joint 16, 51 lb uplift at joint 18, 9 lb uplift at joint 14 and 51 lb uplift at joint 12. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260237L01Lay-In Gable 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:54 Page: 1 ID:hE9FyFvg5bwgaixzwk1Sc5yANam-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 7.6812 =2x8 =2x8 5 4 1 2 3 0-8-6 -0-8-6 1-10-5 1-10-5 1-10-53-1-51-11-03-1-5Scale = 1:29.4 Plate Offsets (X, Y):[5:0-4-8,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.19 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.03 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 7 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-10-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-4-9 Max Horiz 5=157 (LC 4) Max Uplift 3=-102 (LC 4), 4=-59 (LC 4) Max Grav 3=69 (LC 8), 4=42 (LC 5), 5=139 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/45, 2-3=-65/33, 2-5=-117/31 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner (3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 lb uplift at joint 4 and 102 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260238M01Jack-Open 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:55 Page: 1 ID:_kAgOhwy7BRBuNWcy9WQGyzMBIw-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 7.6812 =2x4 =3x6 =3x6 =2x4 7 10 11 6 5 1 2 8 9 3 4 2-1-6 -2-1-6 4-4-14 4-4-14 0-3-12 4-4-14 4-1-2 4-1-24-8-131-11-04-8-13Scale = 1:35 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL)0.05 6-7 >978 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.27 Vert(CT)0.04 6-7 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.04 Horz(CT)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 25 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)6= Mechanical, 7=0-4-9 Max Horiz 7=144 (LC 4) Max Uplift 6=-168 (LC 4), 7=-303 (LC 4) Max Grav 6=158 (LC 8), 7=340 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-301/205, 1-2=0/122, 2-3=-96/80, 3-4=-17/0, 3-6=-103/50 BOT CHORD 6-7=-118/0, 5-6=0/0 WEBS 2-6=0/200 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Corner (3) -1-8-15 to 2-6-0,Exterior(2R) 2-6-0 to 4-9-5; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof liveload of 16.3 psf or 2.00 times flat roof load of 20.0 psf onoverhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 303 lb uplift at joint 7 and 168 lb uplift at joint 6. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 113 lb down and 123 lb up at 1-8-12, and 103 lb down and 112 lb up at 2-3-1 on top chord, and 121 lb up at 1-8-12, and 36 lb down and 68 lb up at 2-3-1 on bottom chord. The design/selection of such connection device (s) is the responsibility of others. 9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 8=41 (F), 11=-1 (B) Job Truss Truss Type Qty Ply WF62 S I54260239M02Diagonal Hip Girder 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:55 Page: 1 ID:A7tFGGFWXoyDFgf_b20_OszMBIU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 3-9-0 3-9-0 0-2-9 3-9-0 3-6-7 3-6-74-9-131-8-54-9-13Scale = 1:32.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.13 Vert(CT)-0.02 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 18 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=273 (LC 4) Max Uplift 3=-97 (LC 4), 4=-81 (LC 4) Max Grav 3=127 (LC 8), 4=72 (LC 3), 5=253(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-217/13, 1-2=0/96, 2-3=-89/70 BOT CHORD 4-5=-250/63 WEBS 2-4=-68/270 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 97 lb uplift at joint 3 and 81 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260240M03Jack-Open 4 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:55 Page: 1 ID:puYxel_ji1BKcIzlIQdqVDzMBIq-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =3x6 =4x6 6 7 8 54 1 2 3 1-4-4 -1-4-4 3-9-0 3-9-0 0-3-6 3-9-0 3-5-10 3-5-104-9-131-8-54-9-13Scale = 1:32.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL)-0.02 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.44 Vert(CT)-0.03 5-6 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.03 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 40 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 5= Mechanical, 6=0-3-8 Max Horiz 6=270 (LC 4) Max Uplift 3=-97 (LC 4) Max Grav 3=140 (LC 8), 5=1095 (LC 1),6=1086 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-89/78, 2-6=-217/18 BOT CHORD 5-6=-249/70, 4-5=0/0 WEBS 2-5=-75/267 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 0-7-0 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 LOADCASE(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=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 PlateDOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 5)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 3. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 955 lb down at 1-1-12, and 938 lb down at 3-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (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: 7=-955 (F), 8=-938 (F) Job Truss Truss Type Qty Ply WF62 S I54260241M04Monopitch Girder 1 2WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:56 Page: 1 ID:HTxlRCmMU?Tg_mlLtiJ8vvzMBKP-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =3x6 =3x4 5 4 1 2 3 1-3-0 1-3-0 1-4-4 -1-4-4 0-1-2 1-3-0 1-1-15 1-1-152-8-131-8-52-8-13Scale = 1:38 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL)0.00 5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.01 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=106 (LC 4) Max Uplift 3=-92 (LC 6), 4=-166 (LC 4), 5=-43 (LC 4) Max Grav 3=71 (LC 4), 4=22 (LC 3), 5=275 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-264/49, 1-2=0/96, 2-3=-73/44 BOT CHORD 4-5=-129/0 WEBS 2-4=0/215 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 43 lb uplift at joint 5, 166 lb uplift at joint 4 and 92 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260242M05Jack-Open 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:56 Page: 1 ID:d9DDw6drJJyNYwr2AB5KQOzMBKb-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =2x4 4 3 1 2 1-1-13 1-1-133-0-131-11-03-0-13Scale = 1:28.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL)0.00 3-4 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.15 Vert(CT)0.00 3-4 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.02 2 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 5 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-1-13 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=123 (LC 4) Max Uplift 2=-133 (LC 4), 3=-91 (LC 4), 4=-66 (LC 5) Max Grav 2=70 (LC 5), 3=62 (LC 5), 4=178 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-75/24, 1-2=-103/48 BOT CHORD 3-4=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 4, 91 lb uplift at joint 3 and 133 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260243M06Jack-Open 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:56 Page: 1 ID:ZYKzLne5rwC4oE_QIc8oVozMBKZ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =MT18HS 5x10 =6x8 =10x10 =MT18HS 7x10 =7x12 WB =6x6 =MT18HS 7x10 =10x10 =6x8 =MT18HS 5x10 12 28 29 11 1031 32 33 9 34 35 8 30 71 62 27132614 2515 24 2316 4 201918 2117223 5 1-4-4 22-4-4 1-4-4 -1-4-4 3-4-1 10-6-0 3-4-1 13-10-1 7-1-15 7-1-15 7-1-15 21-0-0 6-11-10 13-11-13 7-0-3 7-0-3 7-0-3 21-0-07-7-151-8-50-2-27-5-137-5-130-2-27-7-15Scale = 1:55.6 Plate Offsets (X, Y):[2:0-3-8,Edge], [3:0-2-7,Edge], [4:0-3-0,0-4-4], [5:0-2-7,Edge], [6:0-3-8,Edge], [8:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL)0.22 9-11 >999 240 MT18HS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.95 Vert(CT)-0.25 9-11 >992 180 MT20 244/190 TCDL 10.0 Rep Stress Incr NO WB 0.58 Horz(CT)0.02 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 277 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-5:2x6 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 8-0-12 oc bracing. REACTIONS (size)8=0-3-8, 12=0-3-8 Max Uplift 8=-3353 (LC 6), 12=-3337 (LC 6) Max Grav 8=5596 (LC 28), 12=5570 (LC 28) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-3=-6689/4250, 3-4=-5025/3348, 4-5=-5028/3349, 5-6=-6711/4238, 6-7=0/112, 2-12=-5525/3373, 6-8=-5547/3387 BOT CHORD 11-12=-73/368, 9-11=-3606/5460, 8-9=-104/404 WEBS 3-11=-1600/2719, 5-9=-1589/2657, 2-11=-3104/4778, 6-9=-3073/4710, 4-11=-1392/1178, 4-9=-1360/1177 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc, 2x6 - 2 rows staggered at 0-7-0 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=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-7-12, Interior (1) 1-7-12 to 2-11-0, Exterior(2R) 2-11-0 to 18-0-15, Interior (1) 18-0-15 to 19-4-4, Exterior(2E) 19-4-4 to 22-4-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)All plates are MT20 plates unless otherwise indicated. 9)The Fabrication Tolerance at joint 3 = 12%, joint 5 = 12% 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3337 lb uplift at joint 12 and 3353 lb uplift at joint 8. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 33 lb up at 5-6-8, 1152 lb down and 1005 lb up at 7-6-8, 1152 lb down and 1005 lb up at 9-5-8, 1152 lb down and 1005 lb up at 11-5-8, 1152 lb down and 1005 lb up at 13-5-8, and 43 lb down and 33 lb up at 15-5-8, and 129 lb down and 80 lb up at 17-1-8 on top chord, and 201 lb down and 142 lb up at 3-10-8, 230 lb down and 86 lb up at 5-6-8, 916 lb down and 507 lb up at 7-6-8, 916 lb down and 507 lb up at 9-5-8, 916 lb down and 507 lb up at 11-5-8, 916 lb down and 507 lb up at 13-5-8, and 230 lb down and 86 lb up at 15-5-8, and 201 lb down and 142 lb up at 17-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-12=-20 Concentrated Loads (lb) Job Truss Truss Type Qty Ply WF62 S I54260244NHip Girder 1 2WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:57 Page: 1 ID:t7npiwDUKNOyc_R8wPIRa4yOEx2-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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: 16=-15 (F), 17=-467 (F), 19=-467 (F), 20=-467(F), 22=-467 (F), 23=-15 (F), 24=-101 (F), 28=-170 (F), 29=-230 (F), 30=-679 (F), 31=-679 (F), 32=-679 (F), 33=-679 (F), 34=-230 (F), 35=-170 (F) Job Truss Truss Type Qty Ply WF62 S I54260244NHip Girder 1 2WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:57 Page: 2 ID:t7npiwDUKNOyc_R8wPIRa4yOEx2-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 7.6812 =2x4 =3x6 =3x4 =2x4 5 8 9 4 1 2 6 7 3 2-1-6 -2-1-6 4-5-8 4-5-8 0-0-7 0-0-7 4-5-1 4-5-84-9-41-11-04-9-4Scale = 1:35.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL)0.05 4-5 >914 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.27 Vert(CT)0.04 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.04 Horz(CT)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 25 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5=0-4-9 Max Horiz 5=135 (LC 4) Max Uplift 4=-140 (LC 4), 5=-306 (LC 4) Max Grav 4=128 (LC 8), 5=323 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-281/214, 1-2=0/122, 2-3=-87/89, 3-4=-89/48 BOT CHORD 4-5=-108/0 WEBS 2-4=0/190 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Corner (3) -1-8-14 to 2-6-1,Exterior(2R) 2-6-1 to 4-8-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof liveload of 16.3 psf or 2.00 times flat roof load of 20.0 psf onoverhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 306 lb uplift at joint 5 and 140 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 117 lb up at 1-9-11, and 96 lb down and 111 lb up at 2-4-1 on top chord, and 116 lb up at 1-9-11, and 64 lb up at 2-4-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=39 (F), 7=37 (B) Job Truss Truss Type Qty Ply WF62 S I54260245N01Diagonal Hip Girder 2 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:58 Page: 1 ID:tirvWdLTBlWsl8QahoAOs1zMBJf-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 5 4 1 2 3 1-2-7 1-2-7 1-4-4 -1-4-4 0-1-0 1-2-7 1-1-7 1-1-73-1-71-11-03-1-7Scale = 1:39.4 Plate Offsets (X, Y):[4:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL)0.00 5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.01 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.02 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-2-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=55 (LC 5) Max Uplift 3=-97 (LC 6), 4=-85 (LC 4) Max Grav 3=71 (LC 5), 4=21 (LC 3), 5=279 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-268/0, 1-2=0/106, 2-3=-84/49 BOT CHORD 4-5=-57/0 WEBS 2-4=0/108 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 4 and 97 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260246N02Jack-Open 2 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:58 Page: 1 ID:W7oR_XXqwSMK?_?4NC13j6zMBPt-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x6 =5x6 =4x6 =3x6 7 11 12 6 5 1 8 2 9 103 4 1-4-4 -1-4-4 2-9-8 5-8-15 2-11-7 2-11-7 0-3-12 5-8-15 5-5-3 5-5-34-10-71-11-04-8-70-1-154-8-74-8-70-1-154-10-7Scale = 1:36.4 Plate Offsets (X, Y):[3:0-3-0,0-1-12], [4:0-3-0,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL)0.02 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.19 Vert(CT)-0.03 6-7 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.14 Horz(CT)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 37 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-15 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)4= Mechanical, 6= Mechanical, 7=0-3-8 Max Horiz 7=150 (LC 6) Max Uplift 4=-78 (LC 6), 6=-163 (LC 6), 7=-151 (LC 6) Max Grav 4=172 (LC 20), 6=217 (LC 20), 7=551 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-152/296, 3-4=-61/66, 4-6=0/0, 2-7=-402/349 BOT CHORD 6-7=-43/59, 5-6=0/0 WEBS 3-6=-127/127, 3-7=-331/10 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-7-12, Exterior(2R) 1-7-12 to 2-11-7, Exterior(2E) 2-11-7 to 5-5-3; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 4, 163 lb uplift at joint 6 and 151 lb uplift at joint 7. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 12)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 121 lb down and 83 lb up at 2-11-7, and 104 lb down and 76 lb up at 5-0-6 on top chord, and 43 lb down and 61 lb up at 3-0-3, and 44 lb down and 59 lb up at 5-0-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=-29 (F), 10=-44 (F), 11=-17 (F), 12=-20 (F) Job Truss Truss Type Qty Ply WF62 S I54260247N03Half Hip Girder 2 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:58 Page: 1 ID:tirvWdLTBlWsl8QahoAOs1zMBJf-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x4 =6x6 =3x6 =3x6 7 6 5 1 2 8 3 4 1-4-4 -1-4-4 1-4-13 5-8-15 4-4-1 4-4-1 0-3-12 5-8-15 5-5-3 5-5-36-3-11-11-06-1-20-1-156-1-26-1-20-1-156-3-1Scale = 1:44 Plate Offsets (X, Y):[3:0-4-1,Edge], [4:0-3-0,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL)-0.05 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.29 Vert(CT)-0.09 6-7 >683 180 TCDL 10.0 Rep Stress Incr YES WB 0.33 Horz(CT)-0.01 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 40 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-15 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4= Mechanical, 6= Mechanical, 7=0-3-8 Max Horiz 7=186 (LC 6) Max Uplift 4=-19 (LC 6), 6=-130 (LC 6), 7=-70 (LC 6) Max Grav 4=66 (LC 16), 6=250 (LC 17), 7=572 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-201/346, 3-4=-82/89, 4-6=0/0, 2-7=-470/403 BOT CHORD 6-7=-72/58, 5-6=0/0 WEBS 3-6=-194/169, 3-7=-372/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-7-12, Exterior(2R) 1-7-12 to 4-4-1, Exterior(2E) 4-4-1 to 5-5-3; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 4, 130 lb uplift at joint 6 and 70 lb uplift at joint 7. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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)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 WF62 S I54260248N04Half Hip 2 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:59 Page: 1 ID:C1UE9SAd1xHdcEWwWwxfQazMBLA-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =6x6 =2x8 7 6 5 1 2 8 34 1-4-4 -1-4-4 5-8-15 5-8-15 0-3-12 5-8-15 5-5-3 5-5-37-7-151-11-07-7-15Scale = 1:47.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)-0.05 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.29 Vert(CT)-0.09 6-7 >683 180 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 34 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS (size)4= Mechanical, 6= Mechanical, 7=0-3-8 Max Horiz 7=188 (LC 4) Max Uplift 4=-799 (LC 8), 6=-777 (LC 4), 7=-16 (LC 4) Max Grav 4=594 (LC 4), 6=1083 (LC 8), 7=292 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-106/119, 3-4=-574/420, 3-6=-1015/726, 2-7=-239/47 BOT CHORD 6-7=-162/0, 5-6=0/0 WEBS 2-6=-37/283 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-7-12, Interior (1) 1-7-12 to 5-8-3; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 777 lb uplift at joint 6, 16 lb uplift at joint 7 and 799 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260249N05Monopitch41WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:59 Page: 1 ID:Cmyobezz1j814dif0r7fE?zMBLR-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =3x6 =3x4 5 4 1 2 3 1-3-12 1-3-12 1-4-4 -1-4-4 0-1-2 1-3-12 1-2-10 1-2-102-9-71-8-52-9-7Scale = 1:35.4 Plate Offsets (X, Y):[4:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.01 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=108 (LC 4) Max Uplift 3=-86 (LC 6), 4=-159 (LC 4), 5=-41 (LC 4) Max Grav 3=61 (LC 4), 4=23 (LC 3), 5=271 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-259/48, 1-2=0/96, 2-3=-70/38 BOT CHORD 4-5=-131/0 WEBS 2-4=0/211 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 5, 159 lb uplift at joint 4 and 86 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260250N07Jack-Open 2 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:07:59 Page: 1 ID:ZGpYnzRQri3VFdB9oYKpJDzMBKq-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 3-9-12 3-9-12 0-2-9 3-9-12 3-7-3 3-7-34-10-71-8-54-10-7Scale = 1:32.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.13 Vert(CT)-0.02 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 18 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=275 (LC 4) Max Uplift 3=-99 (LC 4), 4=-79 (LC 4) Max Grav 3=130 (LC 8), 4=73 (LC 3), 5=254(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-217/13, 1-2=0/96, 2-3=-91/71 BOT CHORD 4-5=-252/64 WEBS 2-4=-69/272 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 99 lb uplift at joint 3 and 79 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260251N08Jack-Open 4 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:00 Page: 1 ID:zrUhP?UJ8dR464wkTguWxszMBKn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x6 =2x4 =2x4 1 5 2 6 4 3 0-6-5 5-4-10 0-6-5 -0-6-5 2-5-2 4-10-5 2-5-2 2-5-2 4-10-52-11-120-5-32-10-6Scale = 1:28.3 Plate Offsets (X, Y):[2:0-2-6,0-1-0], [4:0-2-6,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.05 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.01 Horz(CT)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 18 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=4-10-5, 4=4-10-5, 6=4-10-5 Max Uplift 2=-36 (LC 4), 4=-36 (LC 4) Max Grav 2=150 (LC 8), 4=150 (LC 8), 6=164 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-83/31, 3-4=-83/31, 4-5=0/20 BOT CHORD 2-6=-4/32, 4-6=-4/32 WEBS 3-6=-104/13 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 2 and 36 lb uplift at joint 4. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260252PPiggyback101WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:00 Page: 1 ID:T54LDOBZ?fg2z2C7UN6PpuzMBWn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 1 122 18 17 16 15 14 13 11 2219103 5 20 6 21 7 84 9 0-7-2 -0-7-2 0-7-2 22-9-7 4-0-11 4-0-11 4-0-11 22-2-5 14-0-15 18-1-10 22-2-53-10-120-4-130-2-23-7-43-7-40-2-23-9-6Scale = 1:44.1 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [4:0-2-0,Edge], [9:0-2-0,Edge], [11:0-2-1,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.11 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horz(CT)0.01 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 71 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=22-2-5, 11=22-2-5, 13=22-2-5, 14=22-2-5, 15=22-2-5, 17=22-2-5, 18=22-2-5 Max Uplift 2=-7 (LC 6), 11=-7 (LC 6), 13=-61 (LC 6), 14=-12 (LC 6), 15=-31 (LC 6), 17=-12 (LC 6), 18=-61 (LC 6) Max Grav 2=232 (LC 20), 11=232 (LC 20), 13=427 (LC 20), 14=534 (LC 19), 15=551 (LC 19), 17=534 (LC 19), 18=427 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-201/102, 3-4=-208/50, 4-5=-144/42, 5-6=-140/41, 6-8=-140/41, 8-9=-144/42, 9-10=-208/50, 10-11=-201/102, 11-12=0/24 BOT CHORD 2-18=-11/140, 17-18=-11/140, 15-17=-11/140, 14-15=-11/140, 13-14=-11/140, 11-13=-11/140 WEBS 6-15=-471/78, 5-17=-454/63, 3-18=-325/95, 8-14=-454/63, 10-13=-325/95 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) 0-3-3 to 3-3-3, Corner(3R) 3-3-3 to 7-8-14, Exterior(2N) 7-8-14 to 15-8-14, Corner(3R) 15-8-14 to 20-2-9, Corner(3E) 20-2-9 to 23-2-9; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)All plates are 2x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 4-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 2, 31 lb uplift at joint 15, 12 lb uplift at joint 17, 61 lb uplift at joint 18, 12 lb uplift at joint 14, 61 lb uplift at joint 13 and 7 lb uplift at joint 11. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. 14)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 WF62 S I54260253P01Piggyback11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:00 Page: 1 ID:ifYZGDnBhBS_rzSOnbSkw_zM8ao-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =3x4 =4x6 =3x4 =3x4 =3x4 1112 17 1615 14 13 12 10 2318 93 2219 846212057 0-7-2 -0-7-2 0-7-2 20-9-15 7-3-14 13-9-6 6-5-8 6-5-8 6-5-8 20-2-14 20-2-145-10-120-4-130-2-25-7-45-7-40-2-25-9-6Scale = 1:43.2 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [5:0-2-0,Edge], [7:0-2-0,Edge], [10:0-2-1,0-1-8], [15:0-3-0,0-1-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.25 Horz(CT)0.00 10 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 73 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)2=20-2-14, 10=20-2-14, 12=20-2-14, 13=20-2-14, 14=20-2-14, 16=20-2-14, 17=20-2-14 Max Uplift 12=-126 (LC 6), 13=-3 (LC 6), 14=-9 (LC 6), 16=-3 (LC 6), 17=-126 (LC 6) Max Grav 2=132 (LC 19), 10=132 (LC 19), 12=488 (LC 20), 13=430 (LC 20), 14=581 (LC 19), 16=430 (LC 20), 17=488 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-145/121, 3-4=-156/146, 4-5=-186/109, 5-6=-116/100, 6-7=-116/100,7-8=-186/109, 8-9=-156/146, 9-10=-145/121,10-11=0/24 BOT CHORD 2-17=-25/96, 16-17=-25/96, 14-16=-25/96, 13-14=-25/96, 12-13=-25/96, 10-12=-25/96 WEBS 6-14=-502/56, 4-16=-347/53, 3-17=-422/167, 8-13=-347/53, 9-12=-422/167 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) 0-3-3 to 3-3-3, Exterior(2N) 3-3-3 to 4-1-3, Corner(3R) 4-1-3 to 10-1-3, Exterior(2N) 10-1-3 to 11-5-1, Corner(3R) 11-5-1 to 17-5-1, Exterior(2N) 17-5-1 to 18-3-2, Corner(3E) 18-3-2 to 21-3-2; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)All plates are 2x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 4-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 14, 3 lb uplift at joint 16, 126 lb uplift at joint 17, 3 lb uplift at joint 13 and 126 lb uplift at joint 12. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. 14)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 WF62 S I54260254P02Piggyback11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:01 Page: 1 ID:3utttk2?WxEsUL8d3DrupdzM8aS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =3x4 =4x6 =3x4 =3x4 =3x4 1112 17 1615 14 13 12 10 3 918231922 20 21 84 65 7 0-7-2 20-9-15 0-7-2 -0-7-2 2-6-4 11-4-9 8-10-5 8-10-5 8-10-5 20-2-14 20-2-147-10-120-4-130-2-27-7-47-7-40-2-27-9-6Scale = 1:52 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [5:0-2-0,Edge], [7:0-2-0,Edge], [10:0-2-1,0-1-8], [15:0-3-0,0-1-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.21 Horz(CT)0.00 10 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 77 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=20-2-14, 10=20-2-14, 12=20-2-14, 13=20-2-14, 14=20-2-14, 16=20-2-14, 17=20-2-14 Max Uplift 2=-6 (LC 13), 10=-6 (LC 13), 12=-127 (LC 6), 13=-92 (LC 6), 16=-92 (LC 6), 17=-127 (LC 6) Max Grav 2=224 (LC 20), 10=224 (LC 20), 12=472 (LC 20), 13=525 (LC 20), 14=300 (LC 19), 16=525 (LC 20), 17=472 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-182/51, 3-4=-299/32, 4-5=-281/123, 5-6=-146/118, 6-7=-146/118,7-8=-281/123, 8-9=-299/32, 9-10=-182/51,10-11=0/24 BOT CHORD 2-17=-33/138, 16-17=-33/138, 14-16=-33/138, 13-14=-33/138, 12-13=-33/138, 10-12=-33/138 WEBS 6-14=-221/0, 4-16=-442/141, 3-17=-405/167, 8-13=-442/141, 9-12=-405/167 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) 0-3-3 to 3-3-3, Exterior(2N) 3-3-3 to 6-6-0, Corner(3R) 6-6-0 to 14-9-2, Exterior(2N) 14-9-2 to 18-3-2, Corner(3E) 18-3-2 to 21-3-2; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)All plates are 2x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 4-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 2, 92 lb uplift at joint 16, 127 lb uplift at joint 17, 92 lb uplift at joint 13, 127 lb uplift at joint 12 and 6 lb uplift at joint 10. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. 14)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 WF62 S I54260255P03Piggyback11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:01 Page: 1 ID:iT7rzfPBgrtlTorBGpshUlzM8a?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =3x4 =2x4 =2x4 =2x4 =4x6 =4x6 =2x4 =2x4 =2x4 =2x4 =2x4 =3x4 912 15 1413 12 11 10 8 3 71716 4 6 5 0-7-2 20-9-15 0-7-2 -0-7-2 10-1-7 10-1-7 10-1-7 20-2-14 20-2-148-11-60-4-138-10-0Scale = 1:57.6 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [8:0-2-1,0-1-8], [13:0-3-0,0-1-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.13 Horz(CT)0.00 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 79 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS (size)2=20-2-14, 8=20-2-14, 10=20-2-14, 11=20-2-14, 12=20-2-14, 14=20-2-14, 15=20-2-14 Max Uplift 2=-12 (LC 9), 8=-12 (LC 9), 10=-120 (LC 4), 11=-120 (LC 4), 14=-120 (LC 4), 15=-120 (LC 4) Max Grav 2=105 (LC 1), 8=105 (LC 1), 10=313 (LC 8), 11=374 (LC 8), 12=249 (LC 1), 14=374 (LC 8), 15=313 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-130/63, 3-4=-125/29, 4-5=-165/160, 5-6=-165/160, 6-7=-125/29, 7-8=-130/63, 8-9=0/21 BOT CHORD 2-15=-42/130, 14-15=-42/130, 12-14=-42/130, 11-12=-42/130, 10-11=-42/130, 8-10=-42/130 WEBS 5-12=-170/0, 4-14=-292/169, 3-15=-243/160, 6-11=-292/169, 7-10=-243/160 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) 0-3-3 to 3-3-3, Exterior(2N) 3-3-3 to 7-9-2, Corner(3R) 7-9-2 to 13-9-2, Exterior(2N) 13-9-2 to 18-3-2, Corner(3E) 18-3-2 to 21-3-2; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 2, 12 lb uplift at joint 8, 120 lb uplift at joint 14, 120 lb uplift at joint 15, 120 lb uplift at joint 11 and 120 lb uplift at joint 10. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260256P04Piggyback101WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:02 Page: 1 ID:M8UWKpa1rf6_cimrSh6RwCzM8YU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =3x4 =3x4 =6x8 =3x4 1 15 14 13 12 11 10 9 82 2116 20171918 73 5 64 0-3-15 10-8-14 0-4-2 21-1-12 10-0-13 20-9-10 10-4-15 10-4-15 21-1-128-8-60-0-40-2-28-2-98-6-40-2-28-8-6Scale = 1:56.2 Plate Offsets (X, Y):[4:0-4-0,0-1-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.22 Horiz(TL)0.00 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 78 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS (size)1=21-1-12, 9=21-1-12, 10=21-1-12, 11=21-1-12, 12=21-1-12, 14=21-1-12, 15=21-1-12 Max Uplift 1=-3 (LC 12), 9=-3 (LC 12), 10=-119 (LC 6), 11=-110 (LC 6), 14=-110 (LC 6), 15=-119 (LC 6) Max Grav 1=149 (LC 19), 9=149 (LC 19), 10=476 (LC 19), 11=557 (LC 19), 12=387 (LC 19), 14=557 (LC 19), 15=476 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-133/56, 2-3=-244/62, 3-4=-256/156, 4-5=-150/137, 5-6=-150/137, 6-7=-256/156, 7-8=-244/62, 8-9=-133/56 BOT CHORD 1-15=-42/112, 14-15=-42/112, 12-14=-42/112, 11-12=-42/112, 10-11=-42/112, 9-10=-42/112 WEBS 5-12=-308/0, 3-14=-475/160, 2-15=-403/157, 7-11=-475/160, 8-10=-403/157 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) 0-6-13 to 3-6-13, Exterior(2N) 3-6-13 to 7-7-3, Corner(3R) 7-7-3 to 13-11-2, Exterior(2N) 13-11-2 to 17-11-8, Corner(3E) 17-11-8 to 20-11-8; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 1, 3 lb uplift at joint 9, 110 lb uplift at joint 14, 119 lb uplift at joint 15, 110 lb uplift at joint 11 and 119 lb uplift at joint 10. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260257P05Piggyback11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:02 Page: 1 ID:UvIsd4xrmtujCJ3cC_eT7XzM8Y0-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =3x4 =4x6 =3x4 =3x4 =3x4 1112 17 1615 14 13 12 10 2318932219 84 2120 6 75 0-7-2 -0-7-2 0-7-2 20-9-15 5-1-9 12-8-3 7-6-10 7-6-10 7-6-10 20-2-14 20-2-146-9-120-4-130-2-26-6-46-6-40-2-26-8-6Scale = 1:47.1 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [5:0-2-0,Edge], [7:0-2-0,Edge], [10:0-2-1,0-1-8], [15:0-3-0,0-1-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.26 Horz(CT)0.00 10 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 75 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=20-2-14, 10=20-2-14, 12=20-2-14, 13=20-2-14, 14=20-2-14, 16=20-2-14, 17=20-2-14 Max Uplift 2=-17 (LC 13), 10=-17 (LC 13), 12=-131 (LC 6), 13=-64 (LC 6), 16=-64 (LC 6), 17=-131 (LC 6) Max Grav 2=164 (LC 9), 10=164 (LC 10), 12=482 (LC 20), 13=487 (LC 20), 14=460 (LC 19), 16=487 (LC 20), 17=482 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-179/116, 3-4=-216/113, 4-5=-203/76, 5-6=-135/69, 6-7=-135/69,7-8=-203/76, 8-9=-216/113, 9-10=-179/116,10-11=0/24 BOT CHORD 2-17=-46/153, 16-17=-46/153, 14-16=-46/153, 13-14=-46/153, 12-13=-46/153, 10-12=-46/153 WEBS 6-14=-381/31, 4-16=-404/113, 3-17=-416/171, 8-13=-404/113,9-12=-416/171 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) 0-3-3 to 3-3-3, Exterior(2N) 3-3-3 to 5-2-6, Corner(3R) 5-2-6 to 16-3-14, Exterior(2N) 16-3-14 to 18-3-2, Corner(3E) 18-3-2 to 21-3-2; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)All plates are 2x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 4-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 2, 64 lb uplift at joint 16, 131 lb uplift at joint 17, 64 lb uplift at joint 13, 131 lb uplift at joint 12 and 17 lb uplift at joint 10. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. 14)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 WF62 S I54260258P06Piggyback11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:03 Page: 1 ID:cg6BwKIgi5fTowMNyHBVLszM8XY-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =3x4 =3x4 =4x6 =3x6 =3x4 =3x4 1 112 17 1615 14 13 12 10 9 3 21 18 6 20 7195 8 4 0-7-2 20-9-15 0-7-2 -0-7-2 1-5-3 8-0-3 5-1-14 20-2-14 7-0-13 15-1-0 6-7-0 6-7-0 20-2-146-0-10-4-130-2-24-6-44-6-40-2-24-8-61-2-55-10-11Scale = 1:44.4 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [5:0-3-0,0-0-15], [8:0-2-0,Edge], [10:0-2-1,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.20 Horz(CT)0.00 10 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 71 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)2=20-2-14, 10=20-2-14, 12=20-2-14, 13=20-2-14, 14=20-2-14, 15=20-2-14, 17=20-2-14 Max Horiz 2=-7 (LC 6) Max Uplift 2=-5 (LC 10), 10=-45 (LC 31), 12=-116 (LC 6), 13=-34 (LC 6), 14=-44 (LC 6), 15=-1 (LC 6), 17=-119 (LC 6) Max Grav 2=120 (LC 9), 10=80 (LC 28), 12=472 (LC 22), 13=479 (LC 21), 14=536 (LC 21), 15=452 (LC 10), 17=402 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-98/134, 3-4=-202/149, 4-5=-25/211, 5-6=-52/78, 6-7=-51/77, 7-8=-54/63, 8-9=-151/142, 9-10=-132/164,10-11=0/24 BOT CHORD 2-17=-83/122, 15-17=-83/122, 14-15=-83/122, 13-14=-83/122, 12-13=-83/122, 10-12=-83/122 WEBS 4-15=-370/51, 3-17=-333/156, 6-14=-457/91, 7-13=-396/84, 9-12=-418/159 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) 0-3-3 to 3-2-12, Exterior(2N) 3-2-12 to 4-2-12, Corner(3R) 4-2-12 to 7-2-12, Corner(3E) 7-2-12 to 8-7-14, Exterior(2N) 8-7-14 to 12-8-11, Corner(3R) 12-8-11 to 18-3-2, Corner(3E) 18-3-2 to 21-3-2; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)All plates are 2x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 4-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 2, 45 lb uplift at joint 10, 1 lb uplift at joint 15, 119 lb uplift at joint 17, 44 lb uplift at joint 14, 34 lb uplift at joint 13 and 116 lb uplift at joint 12. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. 14)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 WF62 S I54260259P07Piggyback11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:03 Page: 1 ID:CeUvQxg6PcZ40hDKHIEn6OzM8X3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =3x4 =2x4 =2x4 =3x4 =4x6 =2x4 =4x10 =2x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x4 1 112 17 1615 14 13 12 10 9 3 6 21 7 22 8518 2019 4 0-7-2 20-9-15 0-7-2 -0-7-2 2-9-1 20-2-14 3-9-15 10-5-0 7-0-13 17-5-13 6-7-0 6-7-0 20-2-146-0-10-4-130-2-22-6-42-6-40-2-22-8-63-2-55-10-11Scale = 1:47.6 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [5:0-5-0,0-0-15], [8:0-2-0,Edge], [10:0-2-1,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.12 Horz(CT)0.00 10 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 67 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=20-2-14, 10=20-2-14, 12=20-2-14, 13=20-2-14, 14=20-2-14, 15=20-2-14, 17=20-2-14 Max Horiz 2=1 (LC 6) Max Uplift 12=-20 (LC 6), 14=-55 (LC 6), 17=-65 (LC 6) Max Grav 2=150 (LC 23), 10=170 (LC 22), 12=300 (LC 22), 13=566 (LC 21), 14=489 (LC 10), 15=303 (LC 22), 17=407 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-130/13, 3-4=-235/96, 4-5=-218/95, 5-6=-131/40, 6-7=-86/21, 7-8=-89/22, 8-9=-151/29, 9-10=-127/6, 10-11=0/24 BOT CHORD 2-17=-1/86, 15-17=-1/86, 14-15=-1/86, 13-14=-1/86, 12-13=-1/86, 10-12=-1/86 WEBS 4-15=-222/30, 3-17=-339/106, 6-14=-410/102, 7-13=-483/48, 9-12=-228/60 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-3-3 to 3-2-12, Interior (1) 3-2-12 to 4-2-12, Exterior(2R) 4-2-12 to 10-2-12, Interior (1) 10-2-12 to 15-1-8, Exterior(2R) 15-1-8 to 18-1-8, Exterior(2E) 18-1-8 to 21-3-2; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)All plates are 2x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 4-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 17, 55 lb uplift at joint 14 and 20 lb uplift at joint 12. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. 14)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 WF62 S I54260260P08Piggyback11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:04 Page: 1 ID:ZtpE2SxvDNLyf4vYZwex?1zM8Wj-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =3x4 =1x4 =1x4 =4x5 =1x4 =1x4 =1x4 =3x4 712 10 9 8 6 3 5 11 12 4 0-7-2 -0-7-2 0-7-2 13-9-3 6-7-0 6-7-0 6-7-0 13-2-1 13-2-16-0-10-4-135-10-11Scale = 1:42.6 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [6:0-2-1,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horz(CT)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 47 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=13-2-1, 6=13-2-1, 8=13-2-1, 9=13-2-1, 10=13-2-1 Max Uplift 8=-101 (LC 4), 10=-101 (LC 4) Max Grav 2=131 (LC 1), 6=131 (LC 1), 8=339 (LC 8), 9=262 (LC 1), 10=339 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-95/24, 3-4=-147/97, 4-5=-147/97, 5-6=-95/24, 6-7=0/21 BOT CHORD 2-10=-15/64, 9-10=-15/64, 8-9=-15/64, 6-8=-15/64 WEBS 4-9=-180/0, 3-10=-260/141, 5-8=-260/141 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-3-3 to 3-2-12,Interior (1) 3-2-12 to 4-2-12, Exterior(2R) 4-2-12 to10-2-12, Interior (1) 10-2-12 to 11-2-5, Exterior(2E)11-2-5 to 14-2-5; cantilever left and right exposed ; endvertical left and right exposed; Lumber DOL=1.33 plategrip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at joint 10 and 101 lb uplift at joint 8. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260261P09Piggyback11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:04 Page: 1 ID:?IFOCDUerk3Kq_cn55GzYYydiNt-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =3x4 =2x4 =2x4 =2x4 =4x6 =2x4 =2x4 =3x4 712 10 9 8 6 3 5 4 0-7-2 -0-7-2 0-7-2 14-3-3 6-10-0 6-10-0 6-10-0 13-8-1 13-8-16-2-90-4-136-1-3Scale = 1:43.6 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [6:0-2-1,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horz(CT)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 49 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=13-8-1, 6=13-8-1, 8=13-8-1, 9=13-8-1, 10=13-8-1 Max Uplift 2=-6 (LC 4), 6=-6 (LC 4), 8=-172 (LC 4), 10=-172 (LC 4) Max Grav 2=142 (LC 1), 6=142 (LC 1), 8=351 (LC 8), 9=259 (LC 1), 10=351 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-100/25, 3-4=-148/127, 4-5=-148/127, 5-6=-100/25, 6-7=0/21 BOT CHORD 2-10=-17/100, 9-10=-17/100, 8-9=-17/100, 6-8=-17/100 WEBS 4-9=-178/0, 3-10=-267/206, 5-8=-267/206 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Corner(3E) 0-3-3 to 3-5-12,Exterior(2N) 3-5-12 to 4-5-12, Corner(3R) 4-5-12 to10-5-12, Exterior(2N) 10-5-12 to 11-5-12, Corner(3E)11-5-12 to 14-8-5; cantilever left and right exposed ; endvertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 2, 6 lb uplift at joint 6, 172 lb uplift at joint 10 and 172 lb uplift at joint 8. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260262P11Piggyback61WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:04 Page: 1 ID:FgebIJ9pRESyiHn8MLpMhZzwQAI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x4 912 12 11 10 8 73 5 64 0-7-2 -0-7-2 0-7-2 14-3-3 5-4-5 9-6-3 4-1-14 13-8-1 4-1-14 4-1-14 13-8-13-11-120-4-130-2-23-8-43-8-40-2-23-10-6Scale = 1:36.8 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [4:0-2-0,Edge], [6:0-2-0,Edge], [8:0-2-1,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.00 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 44 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=13-8-1, 8=13-8-1, 10=13-8-1, 11=13-8-1, 12=13-8-1 Max Uplift 2=-20 (LC 6), 8=-20 (LC 6), 10=-106 (LC 6), 11=-17 (LC 6), 12=-106 (LC 6) Max Grav 2=258 (LC 20), 8=258 (LC 20), 10=398 (LC 20), 11=469 (LC 19), 12=398 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-236/28, 3-4=-225/74, 4-5=-164/68, 5-6=-164/68, 6-7=-225/74, 7-8=-236/28, 8-9=0/24 BOT CHORD 2-12=0/161, 11-12=0/161, 10-11=0/161, 8-10=0/161 WEBS 5-11=-388/72, 3-12=-301/135, 7-10=-301/135 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) 0-3-3 to 3-5-12, Corner(3R) 3-5-12 to 11-5-12, Corner(3E) 11-5-12 to 14-8-5; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 2, 20 lb uplift at joint 8, 17 lb uplift at joint 11, 106 lb uplift at joint 12 and 106 lb uplift at joint 10. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260263P12Piggyback11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:05 Page: 1 ID:Qnplc4IjrcqOW_7GV8WxduzwQA7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =3x4 =3x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =3x4 =3x4 1 9 2 12 11 10 8 4 13 5 14 63 7 0-7-2 14-3-3 0-7-2 -0-7-2 1-9-1 1-9-1 1-9-1 13-8-1 10-1-14 11-11-0 13-8-11-11-120-4-130-2-21-8-41-8-40-2-21-10-6Scale = 1:30.9 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [3:0-2-0,Edge], [7:0-2-0,Edge], [8:0-2-1,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 38 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)2=13-8-1, 8=13-8-1, 10=13-8-1, 11=13-8-1, 12=13-8-1 Max Uplift 2=-54 (LC 6), 8=-54 (LC 6), 10=-43 (LC 6), 11=-59 (LC 6), 12=-43 (LC 6) Max Grav 2=242 (LC 20), 8=242 (LC 20), 10=460 (LC 19), 11=578 (LC 19), 12=460 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-185/38, 3-4=-90/55, 4-5=-87/53, 5-6=-87/53, 6-7=-90/55, 7-8=-185/38, 8-9=0/24 BOT CHORD 2-12=-18/87, 11-12=-18/87, 10-11=-18/87, 8-10=-18/87 WEBS 5-11=-495/110, 4-12=-385/83, 6-10=-385/83 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) 0-3-3 to 2-4-13, Corner(3R) 2-4-13 to 5-4-13, Exterior(2N) 5-4-13 to 9-6-11, Corner(3R) 9-6-11 to 12-6-11, Corner(3E) 12-6-11 to 14-8-5; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 2, 54 lb uplift at joint 8, 59 lb uplift at joint 11, 43 lb uplift at joint 12 and 43 lb uplift at joint 10. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260264P13Piggyback11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:05 Page: 1 ID:7jQXiVQ_Uh5zjWuB4FhH1?zwQ9z-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =3x4 =5x6 =3x4 =3x4 =3x4 =5x6 =3x4 1 142 23 22 21 20 19 18 17 16 15 13 3 1256247258910411 0-7-2 27-7-0 0-7-2 -0-7-2 1-7-14 1-7-14 1-7-14 26-11-14 23-8-2 25-4-0 26-11-141-10-120-4-130-2-21-7-41-7-40-2-21-9-6Scale = 1:51.6 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [4:0-3-7,Edge], [11:0-3-7,Edge], [13:0-2-1,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 13 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 73 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=26-11-14, 13=26-11-14, 15=26-11-14, 16=26-11-14, 17=26-11-14, 19=26-11-14, 21=26-11-14, 22=26-11-14,23=26-11-14 Max Uplift 2=-26 (LC 6), 13=-26 (LC 6), 15=-6 (LC 6), 16=-19 (LC 6), 17=-18 (LC 6), 19=-18 (LC 6), 21=-18 (LC 6), 22=-19 (LC 6), 23=-6 (LC 6) Max Grav 2=122 (LC 20), 13=122 (LC 20), 15=329 (LC 19), 16=572 (LC 19), 17=525 (LC 19), 19=379 (LC 19), 21=525 (LC 19), 22=572 (LC 19), 23=329 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-61/53, 3-4=-85/38, 4-5=-38/31, 5-6=-35/30, 6-7=-35/30,7-9=-35/30, 9-10=-35/30, 10-11=-38/31,11-12=-85/38, 12-13=-61/53, 13-14=0/24 BOT CHORD 2-23=0/31, 22-23=0/31, 21-22=0/31, 19-21=0/31, 17-19=0/31, 16-17=0/31, 15-16=0/31, 13-15=0/31 WEBS 7-19=-298/66, 6-21=-447/66, 5-22=-488/68, 3-23=-281/47, 9-17=-447/66, 10-16=-488/68,12-15=-281/47 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) 0-3-3 to 2-3-10, Corner(3R) 2-3-10 to 5-3-10, Exterior(2N) 5-3-10 to 22-11-12, Corner(3R) 22-11-12 to 25-11-12, Corner(3E) 25-11-12 to 28-0-2; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)All plates are 2x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 4-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 2, 18 lb uplift at joint 19, 18 lb uplift at joint 21, 19 lb uplift at joint 22, 6 lb uplift at joint 23, 18 lb uplift at joint 17, 19 lb uplift at joint 16, 6 lb uplift at joint 15 and 26 lb uplift at joint 13. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. 14)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 WF62 S I54260265PAPiggyback11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:06 Page: 1 ID:aQkC5DlZ3ReqbfnuY6c1t8zM8GB-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =3x4 =3x4 =3x4 =3x4 =6x6 =3x4 1212 19 18 17 16 15 14 13 11 24203 5 21 22 6 7 23 8 94 10 0-7-2 27-7-0 0-7-2 -0-7-2 4-10-8 22-11-3 4-0-11 4-0-11 4-0-11 26-11-14 14-0-0 18-0-11 26-11-143-10-120-4-130-2-23-7-43-7-40-2-23-9-6Scale = 1:51.5 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [4:0-2-0,Edge], [10:0-3-7,Edge], [11:0-1-9,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.20 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.00 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 86 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=26-11-14, 11=26-11-14, 13=26-11-14, 14=26-11-14, 15=26-11-14, 17=26-11-14, 18=26-11-14, 19=26-11-14 Max Horiz 2=0 (LC 6) Max Uplift 2=-6 (LC 6), 11=-10 (LC 6), 13=-21 (LC 6), 18=-1 (LC 6), 19=-23 (LC 6) Max Grav 2=235 (LC 20), 11=302 (LC 20), 13=436 (LC 20), 14=565 (LC 19), 15=540 (LC 19), 17=549 (LC 19), 18=536 (LC 19), 19=412 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-146/76, 3-4=-163/54, 4-5=-98/50, 5-6=-94/49, 6-7=-94/49, 7-9=-94/49, 9-10=-98/50, 10-11=-187/115, 11-12=0/24 BOT CHORD 2-19=-9/94, 18-19=-9/94, 17-18=-9/94, 15-17=-9/94, 14-15=-9/94, 13-14=-9/94, 11-13=-9/94 WEBS 10-13=-309/64, 9-14=-488/44, 7-15=-459/29, 6-17=-469/33, 5-18=-455/51, 3-19=-315/62 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-3-3 to 3-3-3, Exterior(2R) 3-3-3 to 8-11-5, Interior (1) 8-11-5 to 19-4-0, Exterior(2R) 19-4-0 to 25-0-2, Exterior(2E) 25-0-2 to 28-0-2; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)All plates are 2x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 4-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 2, 10 lb uplift at joint 11, 21 lb uplift at joint 13, 1 lb uplift at joint 18 and 23 lb uplift at joint 19. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. 14)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 WF62 S I54260266PBPiggyback11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:06 Page: 1 ID:bYLn4nPIGtWuecT19cBadHzwQBH-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 7.6812 =3x4 =4x6 5 4 1 2 3 2-1-6 -2-1-6 1-5-11 1-5-11 0-0-7 0-0-7 1-5-4 1-5-112-10-51-11-02-10-5Scale = 1:31.4 Plate Offsets (X, Y):[2:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.21 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(CT)-0.03 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 8 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-5-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-4-9 Max Horiz 5=210 (LC 4) Max Uplift 3=-142 (LC 6), 4=-84 (LC 4), 5=-92 (LC 4) Max Grav 3=55 (LC 5), 4=31 (LC 5), 5=447 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-394/192, 1-2=0/122, 2-3=-91/28 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner (3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at joint 5, 84 lb uplift at joint 4 and 142 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260267R01Jack-Open Girder 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:07 Page: 1 ID:ROvuLlPgxnEgr1R?xHqaLuzwQLc-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x6 =5x6 =6x6 7 6 5 1 2 43 1-4-4 -1-4-4 0-10-3 1-10-8 1-0-5 1-0-5 0-8-7 1-10-8 1-2-1 1-2-12-11-51-11-00-1-152-11-5Scale = 1:44 Plate Offsets (X, Y):[2:0-3-0,0-1-12], [3:0-4-1,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.53 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr NO WB 0.10 Horz(CT)n/a -n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 13 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5= Mechanical Max Horiz 4=245 (LC 17), 5=306 (LC 6) Max Uplift 5=-412 (LC 6) Max Grav 5=299 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-310/221, 1-2=0/129, 2-3=-97/272, 3-4=-88/244 BOT CHORD 6-7=-26/76, 5-6=-245/306 WEBS 3-6=-205/136, 2-6=-428/471 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-10-6; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for thisdesign. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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)Refer to girder(s) for truss to truss connections. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 412 lb uplift at joint 5. 10)Non Standard bearing condition. Review required. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 lb down and 113 lb up at 1-10-6, and 85 lb down and 80 lb up at 1-0-5 on top chord, and 53 lb down and 140 lb up at 1-0-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=21 (B), 4=31 (B) Job Truss Truss Type Qty Ply WF62 S I54260268R02Jack-Open Girder 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:07 Page: 1 ID:5z9sRgls6iuZpU9a8trN0?zwQL9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =2x8 5 4 1 2 3 1-4-4 -1-4-4 1-10-8 1-10-8 1-10-83-9-81-11-03-9-8Scale = 1:27.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.19 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.03 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=157 (LC 4) Max Uplift 3=-70 (LC 4), 4=-56 (LC 4), 5=-28 (LC 5) Max Grav 3=91 (LC 5), 4=48 (LC 5), 5=250 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-216/14, 1-2=0/106, 2-3=-63/62 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 28 lb uplift at joint 5, 56 lb uplift at joint 4 and 70 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260269R03Jack-Open 8 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:07 Page: 1 ID:ZL7yxa8VtKafpoKzCNyf_TzwQLx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =6x6 =3x4 =3x4 =4x6 =6x6 =3x8 =5x6 =3x4 =6x6 =4x10 =6x6 =3x4 10 9 8 7 6 513 1211 1 214 15 43 0-7-0 0-7-0 3-2-14 3-9-14 3-7-2 7-5-0 6-0-14 13-5-14 7-5-9 20-11-8 2-2-3 13-7-10 0-3-8 0-3-8 4-2-3 11-5-8 6-11-12 7-3-4 7-3-13 20-11-87-10-151-8-141-8-50-2-20-2-23-0-01-8-144-8-140-2-24-11-02-9-137-8-130-2-27-10-15Scale = 1:59.1 Plate Offsets (X, Y):[2:0-2-9,Edge], [3:0-3-0,0-2-1], [4:0-3-7,Edge], [6:Edge,0-1-8], [11:0-1-8,0-2-7] Loading (psf)Spacing 1-6-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL)-0.04 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.27 Vert(CT)-0.07 6-7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.22 Horz(CT)0.01 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 113 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2, 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)6=620/0-3-8, 13=602/0-3-0 Max Horiz 13=-16 (LC 5) Max Uplift 6=-20 (LC 4), 13=-20 (LC 4) Max Grav 6=639 (LC 8), 13=619 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-10/525, 2-14=-612/70, 3-14=-535/88, 3-4=-473/99, 4-15=-562/70, 5-15=-665/50, 5-6=-582/50 BOT CHORD 8-9=0/407, 7-8=0/407 WEBS 9-11=-32/661, 2-11=-574/76, 2-9=-385/80,5-7=0/254, 1-13=-632/20 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-5-4 to 3-5-4, Interior (1) 3-5-4 to 4-5-0, Exterior(2R) 4-5-0 to 16-5-14, Interior (1) 16-5-14 to 17-9-12, Exterior(2E) 17-9-12 to 20-9-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)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. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 6 and 20 lb uplift at joint 13. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260270R04Roof Special 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 E May 26 2022 Print: 8.530 E May 26 2022 MiTek Industries, Inc. Mon Sep 19 16:08:03 Page: 1 ID:U659yNxnRc_rqRhlLN9CxNzwQNV-e?OXwX_qvlkYIrXKSxs6V6JcOU9sL8CFGEqHKPyc0TC September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 1-6-0 1-6-0 0-1-3 1-6-0 1-4-13 1-4-132-11-51-8-52-11-5Scale = 1:29.2 Plate Offsets (X, Y):[4:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.02 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=114 (LC 4) Max Uplift 3=-70 (LC 6), 4=-141 (LC 4), 5=-36 (LC 4) Max Grav 3=53 (LC 5), 4=27 (LC 3), 5=261 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-247/45, 1-2=0/96, 2-3=-62/32 BOT CHORD 4-5=-137/0 WEBS 2-4=0/203 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 5, 141 lb uplift at joint 4 and 70 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260271R05Jack-Open 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:08 Page: 1 ID:o4AMqfF8m5jNPBWhEmcmsMzwQLo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =2x8 =4x6 =4x10 =5x6 =4x10 =3x4 =4x6 =3x4 =3x6 =6x12 =2x8 =2x4 =4x6 =5x10 =4x10 =4x10 =6x6 =5x6 =4x6 =4x6 =3x6 =4x10 =3x6 20 19 18 17 16 15 14 401341 25 24 42 23 43 4422 45 46 47 48 21 1 12 2 39 11 4 29 30 53132 6 33 347 35 3682827 3826337 109 1-4-4 39-4-4 1-4-4 -1-4-4 1-6-14 28-3-7 2-6-4 2-6-4 3-7-2 26-8-9 4-11-13 17-5-12 4-11-13 12-5-15 4-11-13 7-6-1 5-7-10 23-1-7 4-8-8 32-11-14 5-0-1 38-0-0 0-2-4 17-4-0 1-10-6 28-5-3 2-4-8 2-4-8 3-7-2 26-6-13 5-7-10 22-11-11 7-2-10 17-1-12 7-6-10 9-11-2 9-6-13 38-0-09-9-71-8-53-0-00-2-20-2-23-0-03-7-66-7-60-2-26-9-82-9-139-7-50-2-29-9-7Scale = 1:73.6 Plate Offsets (X, Y):[2:0-3-0,0-1-8], [3:0-3-0,0-2-1], [8:0-5-4,0-2-12], [9:0-3-0,0-2-0], [10:0-3-0,0-2-1] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL)-0.05 15-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.31 Vert(CT)-0.10 15-16 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.75 Horz(CT)0.02 15 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 242 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 8-9:2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 7-20:2x4 SPF No.2, 23-21:2x6 SP No.1 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-11 max.): 3-8, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 24-25,19-20. WEBS 1 Row at midpt 10-17, 5-21 REACTIONS (size)15=0-3-8, 21=0-3-8, 25=0-3-8 Max Horiz 25=-71 (LC 6) Max Uplift 15=-104 (LC 70), 21=-436 (LC 6), 25=-542 (LC 6) Max Grav 15=1324 (LC 57), 21=2523 (LC 36), 25=1234 (LC 36) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-3=-1003/415, 3-4=-807/334, 4-5=-1285/426, 5-7=-81/575, 7-8=-96/589, 8-9=-851/223, 9-10=-547/197, 10-11=-944/185, 11-13=-456/88, 13-14=0/96, 2-25=-1142/459, 13-15=-574/110 BOT CHORD 24-25=-56/116, 22-24=-272/1384, 21-22=-190/874, 20-21=0/96, 7-21=-646/114, 19-20=-22/18, 17-19=-7/564, 16-17=0/587, 15-16=0/788 WEBS 3-24=-176/251, 19-21=0/643, 8-21=-1116/183, 8-19=-215/70, 8-17=-155/187, 9-17=-125/346, 10-17=-338/0, 10-16=0/382, 2-24=-291/933, 11-15=-865/65, 11-16=-309/116, 4-22=-306/71, 4-24=-772/160, 5-22=-170/547, 5-21=-1812/478 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 2-6-4, Exterior(2R) 2-6-4 to 6-2-2, Interior (1) 6-2-2 to 23-1-7, Exterior(2R) 23-1-7 to 31-11-5, Interior (1) 31-11-5 to 35-8-5, Exterior(2E) 35-8-5 to 39-4-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 PlateDOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 542 lb uplift at joint 25, 104 lb uplift at joint 15 and 436 lb uplift at joint 21. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 87 lb down and 60 lb up at 3-6-12, 86 lb down and 60 lb up at 5-6-12, 82 lb down and 60 lb up at 7-6-12, 82 lb down and 60 lb up at 9-6-12, 82 lb down and 60 lb up at 11-6-12, 82 lb down and 60 lb up at 13-6-12, and 82 lb down and 60 lb up at 15-6-12, and 82 lb down and 60 lb up at 16-11-4 on top chord, and 279 lb down and 316 lb up at 1-6-12, 26 lb down and 45 lb up at 3-6-12, 26 lb down and 45 lb up at 5-6-12, 26 lb down and 45 lb up at 7-6-12, 26 lb down and 45 lb up at 9-6-12, 26 lb down and 45 lb up at 11-6-12, 26 lb down and 45 lb up at 13-6-12, and 26 lb down and 45 lb up at 15-6-12, and 26 lb down and 45 lb up at 16-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Job Truss Truss Type Qty Ply WF62 S I54260272R06Roof Special Girder 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:09 Page: 1 ID:wQ6zwk9JaxEX?evsWUH2tMzwQ7j-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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: 1-2=-60, 2-3=-60, 3-8=-60, 8-9=-60, 9-10=-60,10-13=-60, 13-14=-60, 21-25=-20, 15-20=-20 Concentrated Loads (lb) Vert: 23=5 (F), 41=-279 (F), 42=5 (F), 43=5 (F), 44=5(F), 45=5 (F), 46=5 (F), 47=5 (F), 48=5 (F) Job Truss Truss Type Qty Ply WF62 S I54260272R06Roof Special Girder 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:09 Page: 2 ID:wQ6zwk9JaxEX?evsWUH2tMzwQ7j-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =5x6 =3x6 =3x8 =6x6 =3x8 =2x4 =5x10 =2x4 =4x6 =3x6 =3x10 =3x4 =3x6 =3x8 =5x6 =5x6 =2x4 =3x8 =3x6 =4x6 =2x4 19 18 17 16 15 14 13 12 24 23 22 21 20 125 11 2 1026 34 33429305631728273238 9 1-4-4 -1-4-4 1-4-4 39-4-4 1-11-12 27-6-0 3-11-6 21-5-2 4-1-2 25-6-3 6-2-8 11-1-8 6-4-4 17-5-12 5-1-4 32-7-4 4-11-1 4-11-1 5-4-12 38-0-0 0-2-4 17-4-0 3-11-6 25-4-7 4-1-2 21-5-2 4-9-5 4-9-5 5-4-12 38-0-0 6-0-4 17-1-12 6-4-4 11-1-8 7-2-12 32-7-410-5-51-8-53-0-00-2-23-0-05-7-68-7-60-2-28-9-81-7-1310-5-5Scale = 1:74.3 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [3:0-3-7,Edge], [8:0-3-0,0-0-15], [12:0-2-12,0-1-8], [18:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL)-0.06 15-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.76 Vert(CT)-0.14 15-16 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.37 Horz(CT)0.02 20 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 219 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-22, 4-20, 8-16, 7-18 REACTIONS (size)14=0-3-8, 20=0-3-8, 24=0-3-8 Max Horiz 24=-67 (LC 6) Max Uplift 14=-109 (LC 6), 24=-111 (LC 6) Max Grav 14=1014 (LC 10), 20=2220 (LC 22), 24=969 (LC 23) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-3=-854/128, 3-4=-669/138, 4-5=-122/245, 5-7=-443/226, 7-8=-573/196, 8-9=-788/280, 9-10=-1069/271, 10-12=-968/131, 12-13=0/96, 2-24=-925/134, 12-14=-967/134 BOT CHORD 22-24=-29/95, 21-22=0/866, 20-21=0/866, 19-20=0/74, 5-20=-1394/12, 18-19=-18/4, 16-18=0/365, 15-16=0/459, 14-15=-16/94 WEBS 3-22=-17/180, 4-22=-286/69, 4-21=0/264, 4-20=-1124/0, 8-16=-713/188, 9-16=-181/581, 9-15=-92/480, 10-15=-473/158, 2-22=0/690, 12-15=0/645, 7-16=0/441, 7-18=-729/0, 5-18=0/884 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 2-3-10, Exterior(2R) 2-3-10 to 8-6-15, Interior (1) 8-6-15 to 25-6-3, Exterior(2R) 25-6-3 to 31-1-14, Interior (1) 31-1-14 to 35-8-5, Exterior(2E) 35-8-5 to 39-4-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint 24 and 109 lb uplift at joint 14. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260273R07Roof Special 1 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:10 Page: 1 ID:4nuZtp0PSxQHmgnAi_VsIezwQ2k-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =2x8 =3x6 =4x6 =3x8 =5x6 =3x6 =3x4 =3x6 =3x8 =3x8 =6x8 =3x4 =2x4 =3x6 =5x6 =3x8 =3x6 =3x4 =3x6 =6x6 =3x4 18 17 16 15 14 13 122923 22 21 20 19 1 2824112 1025 3 526 6 727 84 9 1-4-4 39-4-4 1-4-4 -1-4-4 3-7-11 27-0-15 4-5-7 17-1-12 3-6-2 7-3-14 5-4-7 12-8-5 3-9-12 3-9-12 6-3-7 23-5-4 5-3-12 32-4-11 5-7-4 38-0-0 3-11-3 27-2-11 5-2-0 32-4-11 5-7-4 38-0-0 6-1-11 23-3-8 7-2-2 7-2-2 9-11-11 17-1-1210-9-81-8-53-0-00-2-23-0-07-7-610-7-60-2-210-9-8Scale = 1:73.8 Plate Offsets (X, Y):[4:0-3-0,0-2-1], [6:0-3-8,0-1-8], [9:0-3-0,0-2-1], [19:0-2-12,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL)-0.16 20-22 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.63 Vert(CT)-0.33 20-22 >623 180 TCDL 10.0 Rep Stress Incr YES WB 0.51 Horz(CT)0.02 14 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 217 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 21-19:2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20,14-15. WEBS 1 Row at midpt 9-16, 5-20, 6-20 REACTIONS (size)14=0-3-8, 20=0-3-8, 23=0-3-8 Max Horiz 23=-62 (LC 6) Max Uplift 14=-85 (LC 6), 23=-90 (LC 6) Max Grav 14=1165 (LC 20), 20=2446 (LC 19), 23=975 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-3=-210/97, 3-4=-554/139, 4-5=-412/140, 5-6=0/258, 6-8=-477/152, 8-9=-467/152, 9-10=-741/187, 10-12=-1102/110, 12-13=0/96, 2-23=-427/115, 12-14=-1104/116 BOT CHORD 22-23=0/437, 20-22=-13/230, 19-20=-284/147, 18-19=0/61, 8-19=-642/57, 16-18=-1/16, 15-16=0/713, 14-15=-5/166 WEBS 4-22=-92/107, 16-19=0/509, 9-19=-200/181, 9-16=-95/162, 10-16=-466/79, 10-15=-48/140, 3-23=-626/13, 12-15=0/567, 5-20=-919/23, 5-22=0/456, 6-20=-1471/37, 6-19=0/1100, 3-22=-189/89 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 2-5-6, Exterior(2R) 2-5-6 to 12-8-5, Interior (1) 12-8-5 to 21-8-7, Exterior(2R) 21-8-7 to 32-4-11, Interior (1) 32-4-11 to 35-6-10, Exterior(2E) 35-6-10 to 39-4-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 23 and 85 lb uplift at joint 14. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260274R08Hip11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:11 Page: 1 ID:8UtWkNppvDkvhpqsarhKzYzwQ1i-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =MT18HS 7x10 =3x6 =4x10 =3x8 =MT18HS 7x10 =3x6 =4x10 =2x4 =4x10 =8x16 =4x6 =3x4 =8x8 =6x10 =3x6 =4x6 =4x6 =4x10 =6x6 =MT18HS 3x8 18 17 16 15 14 13 12 23 22 21 20 19 1 332432211 3 3110 30254 6 2829 7 8 927265 1-2-15 24-8-2 1-4-4 -1-4-4 1-4-4 39-4-4 4-8-8 9-8-10 6-9-7 16-6-1 6-11-3 23-5-4 5-0-2 5-0-2 6-6-3 31-2-5 6-9-11 38-0-0 1-6-7 24-9-14 6-4-7 31-2-5 6-9-7 23-3-8 6-9-11 38-0-0 6-11-3 16-6-1 9-6-14 9-6-1412-9-81-8-53-0-00-2-23-0-09-7-612-7-60-2-212-9-8Scale = 1:88.6 Plate Offsets (X, Y):[2:0-3-0,0-1-12], [4:0-3-8,0-2-0], [5:0-7-7,Edge], [9:0-5-8,0-4-0], [11:0-5-0,Edge], [12:0-2-12,0-1-8], [17:0-4-12,0-1-8], [19:0-3-0,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL)-0.23 19-20 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.69 Vert(CT)-0.42 19-20 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.84 Horz(CT)0.32 14 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 248 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-7,9-11,7-9:2x6 SPFNo.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 17-9:2x4 SPF-S 1650F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-1 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. 1 Row at midpt 8-19 WEBS 1 Row at midpt 6-22, 6-19, 10-17, 4-23 WEBS 2 Rows at 1/3 pts 9-17 REACTIONS (size)14=0-3-8, 23=0-3-8 Max Horiz 23=-59 (LC 6) Max Uplift 14=-57 (LC 6), 23=-61 (LC 6) Max Grav 14=1925 (LC 20), 23=1994 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-4=-484/65, 4-5=-1924/133, 5-6=-1475/146, 6-8=-1829/140, 8-9=-1799/144, 9-10=-1810/175, 10-12=-2098/89, 12-13=0/96, 2-23=-600/93, 12-14=-1849/96 BOT CHORD 22-23=0/1362, 20-22=0/2064, 19-20=0/2064, 18-19=-81/0, 8-19=-185/325, 17-18=-4/82, 15-17=0/1515, 14-15=0/165 WEBS 5-22=0/782, 6-22=-994/0, 6-20=0/276, 6-19=-391/53, 17-19=0/3042, 9-19=0/3301, 9-17=-2604/0, 10-17=-446/88, 10-15=-193/78, 4-23=-1757/35, 12-15=0/1384, 4-22=-128/227 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 2-3-10, Interior (1) 2-3-10 to 4-6-9, Exterior(2R) 4-6-9 to 14-10-12, Interior (1) 14-10-12 to 19-6-1, Exterior(2R) 19-6-1 to 29-10-4, Interior (1) 29-10-4 to 35-8-5, Exterior (2E) 35-8-5 to 39-4-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 23 and 57 lb uplift at joint 14. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260275R09Hip11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:12 Page: 1 ID:L6uDQidLGVz?WTZR9arkNUzwQ_4-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =2x8 =MT18HS 7x10 =3x6 =4x6 =MT18HS 7x10 =3x4 =3x6 =3x8 =2x4 =3x6 =4x6 =2x4 =8x16 =MT18HS 6x12 =8x8 =3x6 =3x4 =3x4 =4x10 =3x6 =3x8 =2x8 19 18 17 16 15 14 1324 23 22 21 20 1 2912211 3 25 28410 5 26 6 27 7 8 9 1-2-15 24-8-2 1-4-4 -1-4-4 1-4-4 39-4-4 4-4-12 33-4-6 4-3-8 28-11-10 4-8-4 9-8-10 6-9-7 16-6-1 6-11-3 23-5-4 4-7-10 38-0-0 5-0-6 5-0-6 1-6-7 24-9-14 6-4-7 31-2-5 6-7-11 16-6-1 6-9-7 23-3-8 6-9-11 38-0-0 9-10-6 9-10-612-9-81-8-53-0-09-9-83-0-0Scale = 1:96.8 Plate Offsets (X, Y):[5:0-6-8,0-1-8], [9:0-10-4,0-2-0], [20:0-8-0,0-7-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL)-0.18 23-24 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.73 Vert(CT)-0.38 23-24 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.95 Horz(CT)0.26 15 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 242 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-8 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20. 1 Row at midpt 8-20 WEBS 1 Row at midpt 6-21, 4-24, 11-15, 10-18 WEBS 2 Rows at 1/3 pts 9-18 REACTIONS (size)15=0-3-8, 24=0-3-8 Max Horiz 24=-59 (LC 4) Max Uplift 15=-57 (LC 4), 24=-61 (LC 4) Max Grav 15=1598 (LC 1), 24=1598 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-4=-374/58, 4-5=-1591/134, 5-6=-1517/144, 6-8=-1516/144, 8-9=-1416/145, 9-10=-1479/196, 10-11=-1603/132, 11-13=-279/105, 13-14=0/96, 2-24=-405/88, 13-15=-338/121 BOT CHORD 23-24=0/1138, 21-23=0/1161, 20-21=0/1422, 19-20=-87/0, 8-20=-284/67, 18-19=-4/60, 16-18=0/1155, 15-16=0/1135 WEBS 5-23=0/276, 5-21=0/582, 6-21=-436/77, 8-21=-2/133, 18-20=0/2409, 9-20=0/2503, 9-18=-1812/0, 4-24=-1450/44, 11-15=-1561/0, 4-23=-39/109, 10-18=-282/111, 10-16=-7/132, 11-16=-11/134 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 2-3-10, Interior (1) 2-3-10 to 4-6-9, Exterior(2R) 4-6-9 to 14-10-12, Interior (1) 14-10-12 to 19-6-1, Exterior(2R) 19-6-1 to 29-10-4, Interior (1) 29-10-4 to 35-8-5, Exterior (2E) 35-8-5 to 39-4-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 24 and 57 lb uplift at joint 15. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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 WF62 S I54260276R10Piggyback Base 2 1WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:13 Page: 1 ID:ckdcHUAd7q5qt8M2fS8lZTzwPy4-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 12 12 =2x4 =3x4 =2x4 31 2 1-0-0 2-0-0 1-0-0 1-0-0 2-0-01-0-00-8-8Scale = 1:26 Plate Offsets (X, Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.01 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.02 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 5 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=2-0-0, 3=2-0-0 Max Uplift 1=-25 (LC 4), 3=-25 (LC 4) Max Grav 1=58 (LC 7), 3=58 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-41/25, 2-3=-41/25 BOT CHORD 1-3=0/19 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 1 and 25 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260277V05Valley11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:13 Page: 1 ID:BLFrUhC8lgBKy1UX0YoPkQzMBiN-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 1212 Sheet Front1 Ply =3x4 =4x6 =3x4 =3x4 1 25 24 23 22 21 20 19 18 17 1615 14 2 13326 124 115292827106 97 8 0-1-15 16-4-6 6-8-8 16-2-7 9-5-15 9-5-15 2-4-7 16-2-7 13-10-0 13-10-09-5-150-4-152-4-72-4-70-2-82-6-15Scale = 1:65.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.03 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horiz(TL)0.00 13 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 110 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-19 REACTIONS (size)1=16-2-7, 13=16-2-7, 14=16-2-7, 15=16-2-7, 16=16-2-7, 17=16-2-7, 18=16-2-7, 19=16-2-7, 20=16-2-7, 21=16-2-7, 22=16-2-7, 23=16-2-7, 24=16-2-7, 25=16-2-7 Max Horiz 1=60 (LC 4) Max Uplift 1=-56 (LC 9), 13=-72 (LC 9), 14=-64 (LC 4), 15=-69 (LC 4), 16=-47 (LC 4), 17=-54 (LC 4), 18=-22 (LC 4), 19=-36 (LC 9), 20=-22 (LC 4), 21=-55 (LC 4), 22=-39 (LC 4), 23=-39 (LC 4), 24=-35 (LC 4), 25=-36 (LC 4) Max Grav 1=129 (LC 4), 13=166 (LC 4), 14=141 (LC 8), 15=46 (LC 5), 16=125 (LC 8), 17=133 (LC 8), 18=111 (LC 8), 19=131 (LC 4), 20=112 (LC 8), 21=132 (LC 8), 22=127 (LC 8), 23=128 (LC 8), 24=126 (LC 8), 25=132 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-183/113, 2-3=-141/83, 3-4=-92/50, 4-5=-51/18, 5-6=-54/20, 6-7=-82/80, 7-8=-95/119, 8-9=-95/119, 9-10=-82/80, 10-11=-54/20, 11-12=-51/18, 12-13=-106/63 BOT CHORD 1-25=-44/80, 24-25=-44/80, 23-24=-44/80,22-23=-44/80, 21-22=-44/80, 20-21=-44/80, 19-20=-44/80, 18-19=-44/80, 17-18=-44/80, 16-17=-44/80, 15-16=-44/80, 14-15=-67/118, 13-14=-77/122 WEBS 8-19=-115/52, 7-20=-85/38, 6-21=-106/71, 5-22=-100/55, 4-23=-101/55, 3-24=-101/53, 2-25=-98/46, 9-18=-85/38, 10-17=-106/71, 11-16=-100/52, 12-14=-106/72 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-4-4 to 3-4-4, Interior (1) 3-4-4 to 6-5-15, Exterior(2R) 6-5-15 to 12-5-15, Interior (1) 12-5-15 to 13-0-0, Exterior(2E) 13-0-0 to 16-0-0; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 1, 69 lb uplift at joint 15, 72 lb uplift at joint 13, 36 lb uplift at joint 19, 22 lb uplift at joint 20, 55 lb uplift at joint 21, 39 lb uplift at joint 22, 39 lb uplift at joint 23, 35 lb uplift at joint 24, 36 lb uplift at joint 25, 22 lb uplift at joint 18, 54 lb uplift at joint 17, 47 lb uplift at joint 16 and 64 lb uplift at joint 14. 9)Beveled plate or shim required to provide full bearingsurface with truss chord at joint(s) 13, 14. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260278V11Valley11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:14 Page: 1 ID:46TVM0wJGKci9dMZJeJB3_zwOsh-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =2x4 =2x4 =3x4 =4x6 =2x4 =2x4 =2x4 =3x8 1 10 9 8 7 6 5 11 42 3 7-0-8 14-10-7 7-9-15 7-9-15 14-10-77-9-150-9-7Scale = 1:53.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.15 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 57 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=14-10-7, 6=14-10-7, 7=14-10-7, 8=14-10-7, 10=14-10-7 Max Horiz 1=4 (LC 5) Max Uplift 7=-233 (LC 4), 10=-227 (LC 4) Max Grav 1=156 (LC 1), 6=144 (LC 1), 7=363 (LC 7), 8=225 (LC 1), 10=401 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-133/17, 2-3=-196/201, 3-4=-194/201, 4-5=-121/5, 5-6=-122/16 BOT CHORD 1-10=-20/86, 8-10=-20/86, 7-8=-20/86, 6-7=-20/86 WEBS 3-8=-160/21, 2-10=-302/254, 4-7=-281/253 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) 0-8-0 to 3-8-0, Exterior(2N) 3-8-0 to 5-1-11, Corner(3R) 5-1-11 to 11-1-11, Exterior(2N) 11-1-11 to 12-0-7, Corner(3E) 12-0-7 to 15-0-7; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 PlateDOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 227 lb uplift at joint 10 and 233 lb uplift at joint 7. 8)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260279V12Valley11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:14 Page: 1 ID:CWSO38W6AuFz?vSx2Mh8PqzwOqd-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =2x4 =2x4 =4x6 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =3x411109 1 8 7 612 52 13 14 4 3 1-9-12 10-3-3 3-11-0 14-2-3 8-5-7 8-5-7 3-9-4 14-2-3 10-4-15 10-4-158-5-72-8-115-5-4Scale = 1:54.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.12 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.20 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 60 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=14-2-3, 6=14-2-3, 7=14-2-3, 8=14-2-3, 9=14-2-3, 10=14-2-3, 11=14-2-3 Max Horiz 1=81 (LC 4) Max Uplift 6=-11 (LC 4), 7=-64 (LC 4), 8=-57 (LC 4), 11=-164 (LC 4) Max Grav 1=133 (LC 1), 6=48 (LC 7), 7=202 (LC 7), 8=133 (LC 7), 9=17 (LC 3), 10=228 (LC 1), 11=461 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-83/96, 2-3=-147/149, 3-4=-104/165, 4-5=-98/106, 5-6=-35/24 BOT CHORD 1-11=-3/5, 10-11=-3/5, 9-10=-3/5, 8-9=0/0, 4-8=-112/64, 7-8=0/10, 6-7=0/10 WEBS 3-10=-175/25, 2-11=-345/204, 5-7=-158/95 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-4-4 to 3-4-4, Interior (1) 3-4-4 to 5-5-7, Exterior(2R) 5-5-7 to 10-9-15, Exterior(2E) 10-9-15 to 13-9-15; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 PlateDOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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 bottomchord live load nonconcurrent with any other live loads. 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 11 lb uplift at joint 6, 57 lb uplift at joint 8, 164 lb uplift at joint 11 and 64 lb uplift at joint 7. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6, 7. 11)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260280V13Valley11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:14 Page: 1 ID:46TVM0wJGKci9dMZJeJB3_zwOsh-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =2x4 =2x4 =4x6 =2x4 =2x4 =2x4 =2x4 =3x4 9 8 71 2 6 5 10 4 11 3 1-9-12 8-7-3 2-3-0 10-10-3 6-9-7 6-9-7 2-1-4 10-10-3 8-8-15 8-8-156-9-72-8-113-9-4Scale = 1:48.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.08 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.14 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 43 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=10-10-3, 5=10-10-3, 6=10-10-3, 7=10-10-3, 8=10-10-3, 9=10-10-3 Max Horiz 1=109 (LC 4) Max Uplift 1=-3 (LC 8), 5=-44 (LC 4), 6=-42 (LC 4), 9=-179 (LC 4) Max Grav 1=82 (LC 4), 5=98 (LC 7), 6=121 (LC 7), 7=11 (LC 3), 8=263 (LC 1), 9=375 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-128/97, 2-3=-112/83, 3-4=-64/108, 4-5=-79/69 BOT CHORD 1-9=-1/4, 8-9=-1/4, 7-8=-1/4, 6-7=0/0, 4-6=-88/43, 5-6=-9/19 WEBS 3-8=-198/0, 2-9=-296/221 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-4-4 to 3-4-4, Interior (1) 3-4-4 to 3-9-7, Exterior(2R) 3-9-7 to 7-5-15, Exterior(2E) 7-5-15 to 10-5-15; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 PlateDOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 3 lb uplift at joint 1, 44 lb uplift at joint 5, 42 lb uplift at joint 6 and 179 lb uplift at joint 9. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260281V14Valley11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:15 Page: 1 ID:46TVM0wJGKci9dMZJeJB3_zwOsh-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 1212 =2x4 =4x6 =2x4 =2x4 =2x4 6 51 4 37 2 0-5-4 7-6-3 1-9-12 6-11-3 0-1-12 7-0-15 5-1-7 5-1-7 7-0-155-1-73-1-15Scale = 1:41.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.16 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.00 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 28 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=7-0-15, 5=7-0-15, 6=7-0-15 Max Horiz 1=111 (LC 4) Max Uplift 1=-47 (LC 4), 5=-139 (LC 4) Max Grav 1=182 (LC 8), 5=89 (LC 1), 6=332(LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-81/94, 2-3=-42/115, 3-4=0/41 BOT CHORD 1-6=0/0, 5-6=0/0, 3-5=-95/136 WEBS 2-6=-233/40 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior(2E) 0-4-4 to 3-4-4,Exterior(2R) 3-4-4 to 5-1-7, Exterior(2E) 5-1-7 to 7-6-3; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 PlateDOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9;Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live loadapplied where required. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 1 and 139 lb uplift at joint 5. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260282V15Valley11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:15 Page: 1 ID:46TVM0wJGKci9dMZJeJB3_zwOsh-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x6 =2x4 =3x4 =2x4 =2x46 5 1 7 43 2 0-10-0 4-3-7 1-1-8 5-4-15 3-5-7 3-5-7 5-4-153-5-72-5-80-1-150-1-152-7-70-10-03-5-7Scale = 1:33.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-15 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=5-4-15, 5=5-4-15, 6=5-4-15 Max Horiz 1=36 (LC 6) Max Uplift 1=-22 (LC 6), 5=-17 (LC 6), 6=-77(LC 6) Max Grav 1=123 (LC 21), 5=93 (LC 18), 6=286 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-82/98, 2-3=-24/68, 3-4=-34/36, 4-5=-90/36 BOT CHORD 1-6=-28/31, 5-6=-28/31 WEBS 2-6=-200/81 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for thisdesign. 5)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 1, 17 lb uplift at joint 5 and 77 lb uplift at joint 6. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260283V16Valley11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:15 Page: 1 ID:46TVM0wJGKci9dMZJeJB3_zwOsh-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 1 3 2 2-7-7 2-7-72-7-72-7-7Scale = 1:23 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.04 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=2-7-7, 3=2-7-7 Max Uplift 1=-7 (LC 4), 3=-7 (LC 4) Max Grav 1=97 (LC 7), 3=97 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-36/36, 2-3=-76/20 BOT CHORD 1-3=-30/33 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 7 lb uplift at joint 1and 7 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260284V17Valley11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:16 Page: 1 ID:46TVM0wJGKci9dMZJeJB3_zwOsh-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =2x4 =2x4 1 5 4 6 2 3 7-3-7 7-3-76-0-146-0-14Scale = 1:38.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 28 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=7-3-7, 4=7-3-7, 5=7-3-7 Max Horiz 1=121 (LC 4) Max Uplift 5=-307 (LC 4) Max Grav 1=112 (LC 1), 4=89 (LC 1), 5=422 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-209/98, 2-3=-118/67, 3-4=-67/14 BOT CHORD 1-5=-77/101, 4-5=-77/101 WEBS 2-5=-338/357 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) 0-4-13 to 3-4-13, Exterior(2N) 3-4-13 to 4-0-0, Corner(3E) 4-0-0 to 7-1-11; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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 bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 307 lb uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260285VAValley11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:16 Page: 1 ID:0E4hBw4ELIpu8K8Ptk5qo6zMBiY-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 =2x4 =2x4 1 5 4 2 3 4-10-10 4-10-104-0-144-0-14Scale = 1:30 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.04 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 18 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=4-10-10, 4=4-10-10, 5=4-10-10 Max Horiz 1=57 (LC 4) Max Uplift 5=-151 (LC 4) Max Grav 1=82 (LC 7), 4=48 (LC 1), 5=262 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-102/57, 2-3=-81/45, 3-4=-36/10 BOT CHORD 1-5=-52/56, 4-5=-52/56 WEBS 2-5=-207/184 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 PlateDOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9;Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live loadapplied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 151 lb uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260286VBValley11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:16 Page: 1 ID:XVTSryeHaYOrRyzhKtzdtjzMBj5-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 2-5-13 2-5-132-0-142-0-14Scale = 1:21 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.03 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 8 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=2-5-13, 3=2-5-13 Max Horiz 1=37 (LC 4) Max Uplift 1=-14 (LC 4), 3=-45 (LC 4) Max Grav 1=87 (LC 7), 3=81 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-30/30, 2-3=-62/56 BOT CHORD 1-3=-23/25 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 1 and 45 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260287VCValley11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:17 Page: 1 ID:BXgZnEb9m?mZLB4jXKNSAgzMBjA-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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 3 1 2 1-11-1 1-11-11-7-31-7-3Scale = 1:19.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.02 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 6 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=1-11-1, 3=1-11-1 Max Horiz 1=30 (LC 4) Max Uplift 1=-10 (LC 4), 3=-35 (LC 4) Max Grav 1=62 (LC 7), 3=59 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-24/21, 2-3=-45/43 BOT CHORD 1-3=-16/18 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 1 and 35 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260288VDValley11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:17 Page: 1 ID:uBlvJrVmPsuY?62NdMlpOBzMBjH-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 =2x4 =2x45 41 2 3 7-8-0 7-8-07-8-07-8-0Scale = 1:45.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.11 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 33 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=7-8-0, 4=7-8-0, 5=7-8-0 Max Uplift 5=-158 (LC 4) Max Grav 1=111 (LC 1), 4=105 (LC 1), 5=496 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-101/143, 2-3=-144/104, 3-4=-78/0 BOT CHORD 1-5=-98/107, 4-5=-98/107 WEBS 2-5=-407/212 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 158 lb uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260289VD01Valley11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:17 Page: 1 ID:31Ne3oR?q07PHBbDG6eP8wzMBjN-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 6-0-0 6-0-06-0-06-0-0Scale = 1:38 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 26 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=6-0-0, 4=6-0-0, 5=6-0-0 Max Horiz 1=85 (LC 4) Max Uplift 4=-56 (LC 5), 5=-254 (LC 4) Max Grav 1=126 (LC 7), 4=65 (LC 4), 5=371 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-152/92, 2-3=-132/102, 3-4=-62/61 BOT CHORD 1-5=-78/84, 4-5=-78/84 WEBS 2-5=-296/299 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 PlateDOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9;Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live loadapplied where required. 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)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 56 lb uplift at joint 4 and 254 lb uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260290VD02Valley11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:18 Page: 1 ID:?3sGeQQxNWgBqRlGvAfxHQzMBkg-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 1 3 2 4-4-0 4-4-04-4-04-4-0Scale = 1:29.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.15 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=4-4-0, 3=4-4-0 Max Horiz 1=76 (LC 4) Max Uplift 1=-13 (LC 4), 3=-90 (LC 4) Max Grav 1=175 (LC 7), 3=153 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-70/65, 2-3=-115/113 BOT CHORD 1-3=-55/59 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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 bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 1 and 90 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260291VD03Valley11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:18 Page: 1 ID:KSdslkabeFhO8HUKEf5TsLyAMVT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 1 3 2 2-8-0 2-8-02-8-02-8-0Scale = 1:23.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.04 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=2-8-0, 3=2-8-0 Max Uplift 1=-8 (LC 4), 3=-8 (LC 4) Max Grav 1=99 (LC 7), 3=99 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-37/37, 2-3=-77/21 BOT CHORD 1-3=-31/34 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 8 lb uplift at joint 1and 8 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260292VD04Valley11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:18 Page: 1 ID:KSdslkabeFhO8HUKEf5TsLyAMVT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 20,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 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. 12 12 =2x4 1 3 2 1-0-0 1-0-01-0-01-0-0Scale = 1:20.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.01 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.00 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 2 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 2 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=1-0-0, 2=1-0-0, 3=1-0-0 Max Horiz 1=53 (LC 4) Max Uplift 2=-49 (LC 4) Max Grav 1=26 (LC 1), 2=29 (LC 7), 3=13 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-40/18 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=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 PlateDOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9;Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 49 lb uplift at joint 2. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF62 S I54260293VD05Valley11WF62 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Sep 12 2022 Print: 8.530 S Sep 12 2022 MiTek Industries, Inc. Mon Sep 19 07:08:18 Page: 1 ID:KSdslkabeFhO8HUKEf5TsLyAMVT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. September 20,2022 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 (6) HUS26HUS26HUS26(1) THJA26HHUS28-2(1) THJA26HHUS28-2(12) HUS26(1) THJA26(1) THJA262x4 LedgerL01PBC02D03A10A10A09A09A08A08A08A08A07A07A07A06A06C01A01A02A03A04A04A06A06J3J3J3J3J3J3J3J3J3J3J3J3J3HJ3J3AD03D03D03D04D04D04E01E02E03E04E05E06M04E JEKA05J3DJ1AJ3CJ3BJ1CJ1CJ1AJ3EJ3GJ3FJ1D D03D05D05N04N05N05N05N05N04N03N08M03M03M03M01NN03N 0 1N08N08 N02N07D01D02G6G6G6G6A14R06R07R08R09R10R10A14R03R03R03R03R03R03R03R04J1BJ1BJ1J1G3G2G4G4G2M02M05M06M03R02R 0 1R05R03A10A13A13A13A12A11P08P11P11P11P11P09GAVCVBVAVDVD01VD02V05GV1GV2GV3VD03VD04VD05V13V14V15V16V17V11V12G3G2G4G4G2N01N07N02N08PPPPPPPPPPAP07P06P05P04P04P04P04P04P04P04P04P04P04P02P03P01PPBP11P13P12P11SHOPDRAWINGAPPROVALTHIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES ANDVOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSS LAYOUTS.REVIEW AND APPROVAL OF THIS LAYOUT MUST BE RECEIVED BEFORE ANY TRUSSES WILL BE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINSTCHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU.REVIEWED BY:__________________________ APPROVED BY:______________________________ DATE:___________THIS IS A TRUSS PLACEMENT DIAGRAM ONLY.These trusses are designed as individual building components to be incorporatedinto the building design at the specification of the building designer. See individual design sheets for each truss design identified on theplacement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and for theoverall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of thebuilding designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" available from the TrussPlate Institute,583 D'Onifrio Drive; Madison, WI 53179.2702 North Tibbs AvenueIndianapolis, Indiana 46222Floor Area: 0Roof Area: 5558.41Hip Lines: 241.65Horizontal OH: 310.11Rake OH: 105.69Valley Lines: 154.17Ridge Lines: 98.37 ftSales Rep:WF62 SSubdivision:Order #:Job Name:9/14/2022Designer:Tony LintonDate:Model:Client:WATERFRONT OF WEST CLAYLot #:62Matt BowmanHAWK BSHOOPMAN HOMESWF62 S