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. November 3,2020 Liu, Xuegang Pages or sheets covered by this seal: I43460115 thru I43460229 My license renewal date for the state of Indiana is July 31, 2022. WF49 S WF49 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =6x6 =6x6 =5x6 =4x12 =4x9 =4x9 =3x8 =3x4 =2x4 =7x12 =3x8 =3x10 =10x10 =2x8 =3x4 =3x6 =4x6 =6x12 =6x6 =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 27 2829 5 6 30 7 31 8 32 9 33 3410 35 36 11262524233 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 5-5-3 5-5-3 16-3-8 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], [4:0-1-11,0-1-8], [12:0-2-12,0-4-0], [15:0-3-0,0-5-0], [17:0-3-8,0-5-0], [22:0-2-12,0-4-4] 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 0.94 Vert(LL)-0.44 16-17 >999 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.81 Vert(TL)-0.87 16-17 >512 180 TCDL 10.0 Rep Stress Incr NO WB 0.87 Horiz(TL)0.48 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 468 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 Stud/No.3, 17-15:2x6 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except*15-10,12-10,4-17,21-4:2x4 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 (2-10-11 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=64 (LC 22) Max Uplift 12=-949 (LC 6), 22=-1076 (LC 6) Max Grav 12=3774 (LC 18), 22=3683 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-3=-88/222, 3-23=-2718/857, 23-24=-2719/858, 24-25=-2722/858, 25-26=-2723/858, 4-26=-2727/859, 4-27=-10600/2679, 27-28=-10600/2679, 28-29=-10600/2679, 5-29=-10600/2679, 5-6=-10600/2679, 6-30=-10627/2671, 7-30=-10627/2671, 7-31=-9217/2263, 8-31=-9217/2263, 8-32=-9171/2263, 9-32=-9171/2263, 9-33=-9171/2263, 33-34=-9171/2263, 10-34=-9171/2263, 10-35=-97/84, 35-36=-97/84, 11-36=-97/84, 11-12=-326/98, 2-22=-289/271 BOT CHORD 22-37=-367/1381, 37-38=-367/1381, 21-38=-367/1381, 21-39=-1101/4248, 39-40=-1101/4248, 20-40=-1101/4248, 20-41=-1101/4248, 19-41=-1101/4248, 19-42=-50/181, 42-43=-50/181, 18-43=-50/181, 17-18=-66/207, 6-17=-707/234, 17-44=-2461/10989, 44-45=-2461/10989, 16-45=-2461/10989, 16-46=-2461/10989, 46-47=-2461/10989, 15-47=-2461/10989, 14-15=-32/168, 8-15=-711/231, 14-48=-37/140, 48-49=-37/140, 49-50=-37/140, 13-50=-37/140, 13-51=-693/2966, 51-52=-693/2966, 12-52=-693/2966 WEBS 13-15=-752/3240, 10-15=-1675/7208, 10-13=-1347/291, 10-12=-4478/1146, 7-15=-2272/419, 7-17=-785/0, 4-17=-1717/7451, 3-22=-3841/986, 3-21=-858/3140, 4-21=-3053/742, 4-19=-1886/502, 17-19=-1083/4207, 7-16=-82/1201 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 949 lb uplift at joint 12 and 1076 lb uplift at joint 22. Job Truss Truss Type Qty Ply WF49 S I43460115A01Half Hip Girder 1 2WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:00:53 Page: 1 ID:mUE3eVW01HoAm21op?4ISlzLsCx-Mock Me Continued on page 2 November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 11)Graphical purlin representation does not depict the sizeor 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) 138 lb down and 17 lb up at 6-3-4, 211 lb down and 70 lb up at 7-4-6, 157 lb down and 51 lb up at 7-10-14, 157 lb down and 51 lb up at 9-10-14, 157 lb down and 51 lb up at 11-10-14, 157 lb down and 51 lb up at 13-10-14, 157 lb down and 51 lb up at 15-10-14, 157 lb down and 51 lb up at 17-10-14, 157 lb down and 51 lb up at 19-10-7, 271 lb down and 29 lb up at 21-8-7, 271 lb down and 29 lb up at 27-10-15, 157 lb down and 51 lb up at 29-9-0,157 lb down and 51 lb up at 30-9-15, 157 lb down and51 lb up at 32-9-15, 157 lb down and 51 lb up at34-9-15, and 157 lb down and 51 lb up at 36-9-15, and157 lb down and 51 lb up at 38-9-15 on top chord, and146 lb down and 143 lb up at 7-4-6, 65 lb down and 47 lb up at 7-10-14, 65 lb down and 47 lb up at 9-10-14, 65 lb down and 47 lb up at 11-10-14, 65 lb down and 47 lb up at 13-10-14, 65 lb down and 47 lb up at 15-10-14, 65 lb down and 47 lb up at 17-10-14, 65 lb down and 47 lb up at 19-8-15, 118 lb down and 32 lb up at 21-8-7, 351 lb down and 34 lb up at 23-8-7, 289 lb down and 30 lb up at 24-9-11, 351 lb down and 34 lb up at 25-10-15, 118 lb down and 32 lb up at 27-10-15, 65 lb down and 47 lb up at 29-10-7, 65 lb down and 47 lb up at 30-9-15, 65 lb down and 47 lb up at 32-9-15, 65 lb down and 47 lb up at 34-9-15, and 65 lb down and 47 lb up at 36-9-15, and 65 lb down and 47 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, PlateIncrease=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), 26=-70 (B), 27=-70 (B), 28=-70 (B), 30=-243 (B), 31=-243 (B), 32=-70 (B),33=-70 (B), 34=-70 (B), 35=-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=-118 (B),45=-351 (B), 46=-351 (B), 47=-118 (B), 48=-29 (B),49=-29 (B), 50=-29 (B), 51=-29 (B), 52=-29 (B) Job Truss Truss Type Qty Ply WF49 S I43460115A01Half Hip Girder 1 2WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:00:53 Page: 2 ID:mUE3eVW01HoAm21op?4ISlzLsCx-Mock Me 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =4x6 =3x10 =6x6 =3x6 =6x10 =5x6 =3x4 =2x4 =7x12 =3x6 =3x8 =2x4 =8x16 =2x4 =2x8 =3x8 =6x6 =6x10 =5x9 =MT18HS 4x8 22 21 20 19 18 14 13 12 17 16 15 1 2 4 24 5 6 7 8 25 9 10 11233 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):[2:0-3-0,0-1-8], [3:0-3-7,Edge], [12:0-3-8,Edge], [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 0.98 Vert(LL)-0.28 16-17 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.85 Vert(TL)-0.55 16-17 >808 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.91 Horiz(TL)0.32 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 *Except* 13-15,22-2,21-2,16-7,19-17:2x4 SPF Stud/ No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins, except end verticals, and 2-0-0 oc purlins (2-8-3 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=73 (LC 6) Max Uplift 12=-136 (LC 6), 22=-158 (LC 6) Max Grav 12=2121 (LC 14), 22=1900 (LC 14) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-3=-1331/204, 3-23=-1851/241, 4-23=-1856/241, 4-24=-3289/295, 5-24=-3289/295, 5-6=-3293/293, 6-7=-3293/293, 7-8=-2803/248, 8-25=-2799/252, 9-25=-2799/252, 9-10=-2799/252, 10-11=-1181/179, 11-12=-2058/186, 2-22=-1858/189 BOT CHORD 21-22=-33/30, 20-21=0/1020, 19-20=0/1020, 18-19=0/41, 17-18=0/102, 5-17=-409/100, 16-17=-83/3237, 15-16=-83/3237, 14-15=0/101, 8-15=-417/105, 13-14=0/36, 12-13=-81/99 WEBS 3-21=-826/37, 3-19=-79/1512, 4-17=-79/2030, 13-15=0/1304, 10-15=-103/2278, 10-13=-2300/156, 11-13=-140/2116, 2-21=0/1372, 7-15=-638/53, 7-17=-35/83, 7-16=0/231, 4-19=-2148/162, 17-19=-45/2066 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 136 lb uplift at joint 12 and 158 lb uplift at joint 22. 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 WF49 S I43460116A02Half Hip 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:00:56 Page: 1 ID:m6Pc2Ol?0dei?jqPnQvDbGzLsBL-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x8 =MT18HS 3x8 =4x6 =3x8 =MT18HS 7x10 =4x6 =3x4 =3x4 =3x4 =3x6 =6x12 =2x4 =2x4 =3x6 =3x6 =6x8 =MT18HS 4x8=5x6 14 13 12 19 18 17 16 15 1 2 3 5 21 6 7 8 9 10 11204 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):[4:0-7-7,Edge], [11: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 0.81 Vert(LL)-0.17 15-16 >999 240 MT18HS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.86 Vert(TL)-0.49 15-16 >906 180 MT20 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.98 Horiz(TL)0.20 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 *Except* 13-15,3-18,3-19:2x4 SPF Stud/No.3 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 10-13, 11-12, 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=74 (LC 7) Max Uplift 12=-134 (LC 6), 19=-154 (LC 6) Max Grav 12=2144 (LC 14), 19=1806 (LC 14) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-3=-284/106, 3-4=-2009/204, 4-20=-1550/193, 5-20=-1554/192, 5-21=-2463/230, 6-21=-2463/230, 6-7=-2103/215, 7-8=-2103/215, 8-9=-2094/219, 9-10=-2094/219, 10-11=-119/126, 2-19=-464/137, 11-12=-283/84 BOT CHORD 18-19=0/1299, 17-18=-2/2379, 16-17=-2/2379, 15-16=-9/2464, 14-15=0/91, 8-15=-425/122, 13-14=-31/0, 12-13=0/980 WEBS 4-18=-29/816, 13-15=0/1123, 10-15=-55/1892, 10-13=-434/0, 10-12=-2042/130, 3-18=-18/414, 3-19=-1892/71, 5-16=0/340, 5-18=-1276/92, 6-16=-88/92, 6-15=-555/68 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; 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 134 lb uplift at joint 12 and 154 lb uplift at joint 19. 10)Graphical purlin representation does not depict the sizeor the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460117A03Hip11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:00:56 Page: 1 ID:gnL6sRF82P8FFdk2Ulc34CzLs9Q-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x8 =3x8 =4x6 =6x6 =3x8 =3x6 =4x6 =3x4 =4x9 =4x6 =4x6 =3x4 =4x6 =4x9 =6x12 =2x4 =5x6 =6x6 =3x8 13 12 20 19 18 17 16 15 14 1 2 3 11 5 6 7 8 94 10 1-4-4 -1-4-4 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 1-6-13 37-5-0 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 26-4-811-0-01-8-59-8-53-0-03-0-07-6-810-6-80-5-811-0-0Scale = 1:73.3 Plate Offsets (X, Y):[4:0-2-15,Edge], [10:0-2-5,0-2-0] 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 0.59 Vert(LL)-0.15 14-15 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.78 Vert(TL)-0.43 17-19 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.74 Horiz(TL)0.23 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 *Except* 20-2:2x4 SPF-S 1650F 1.6E, 20-3,14-11,3-19,14-12:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-3 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 3-20, 11-12, 5-19, 7-15, 8-14 REACTIONS (size)12= Mechanical, 20=0-3-8 Max Horiz 20=77 (LC 5) Max Uplift 12=-130 (LC 4), 20=-155 (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=-270/100, 3-4=-1612/205, 4-5=-1249/195, 5-6=-1809/233, 6-7=-1809/233, 7-8=-1521/204, 8-9=-362/100, 9-10=-362/100, 10-11=-474/174, 2-20=-323/133, 11-12=-1473/0 BOT CHORD 19-20=0/1057, 18-19=0/1741, 17-18=0/1741, 16-17=0/1779, 15-16=0/1779, 14-15=0/1327, 13-14=-126/104, 10-14=-96/169, 12-13=-54/0 WEBS 4-19=-24/655, 3-20=-1526/81, 11-14=0/1269, 3-19=0/187, 5-17=0/284, 5-19=-817/91, 7-17=0/124, 7-15=-510/101, 8-15=0/652, 8-14=-1475/165, 12-14=-188/320 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 155 lb uplift at joint 20 and 130 lb uplift at joint 12. 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 WF49 S I43460118A04Piggyback Base 2 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:00:56 Page: 1 ID:t8qO_yr0PTElYfgMaPzUHXzLs63-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x6 =MT18HS 4x8 =4x6 =3x6 =3x4 =5x6 =3x6 =3x8 =2x4 =3x6 =3x6 =2x4 =3x8 =5x9 =MT18HS 5x10 =4x6 =3x4 18 17 16 15 14 13 12 11 1 2 3 104 95678 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 33-3-10 7-8-12 25-6-14 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):[5:0-3-4,0-2-4], [9:0-7-4,0-2-4], [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 0.61 Vert(LL)-0.15 17-18 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.71 Vert(TL)-0.39 17-18 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.78 Horiz(TL)0.08 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 210 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 18-2:2x4 SP 2400F 2.0E, 18-3,11-10,3-17:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-4 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=78 (LC 4) Max Uplift 11=-120 (LC 4), 18=-153 (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=-414/99, 3-4=-1619/195, 4-5=-1472/230, 5-6=-1515/254, 6-7=-1514/254, 7-8=-1514/254, 8-9=-646/177, 9-10=-837/185, 2-18=-438/137, 10-11=-1467/150 BOT CHORD 17-18=-60/1118, 16-17=0/1140, 15-16=0/1140, 14-15=0/1267, 13-14=0/1267, 12-13=0/1267, 11-12=-64/76 WEBS 5-17=0/302, 5-15=-45/499, 6-15=-471/146, 8-15=-27/306, 8-13=0/320, 8-12=-1118/97, 9-12=-6/223, 3-18=-1418/99, 10-12=-11/1085, 3-17=-90/120 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 153 lb uplift at joint 18 and 120 lb uplift at joint 11. 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 WF49 S I43460119A05Piggyback Base 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:00:57 Page: 1 ID:jwMDfu9l_fqQWFw7v4vpfJzLs4N-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x6 =MT18HS 4x8 =4x6 =3x6 =3x4 =MT18HS 7x10 =3x6 =3x8 =2x4 =3x6 =2x4 =3x8 =3x6 =4x9 =MT18HS 5x10 =5x6 =3x4 18 17 16 15 14 13 12 11 1 2 10 3 4 5 9678 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):[5:0-8-0,0-1-12], [9:0-7-4,0-2-4], [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 0.74 Vert(LL)-0.16 17-18 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.73 Vert(TL)-0.40 17-18 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.60 Horiz(TL)0.08 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 207 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 18-2:2x4 SP 2400F 2.0E, 18-3,3-17:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-4 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=70 (LC 4) Max Uplift 11=-115 (LC 4), 18=-153 (LC 4) Max Grav 11=1499 (LC 11), 18=1579 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-413/95, 3-4=-1623/197, 4-5=-1476/232, 5-6=-1508/254, 6-7=-1508/254, 7-8=-1508/254, 8-9=-873/200, 9-10=-1157/191, 2-18=-436/135, 10-11=-1443/148 BOT CHORD 17-18=-53/1120, 16-17=0/1136, 15-16=0/1136, 14-15=0/1325, 13-14=0/1325, 12-13=0/1325, 11-12=-17/46 WEBS 5-17=0/293, 5-15=-48/510, 6-15=-431/135, 8-15=-18/203, 8-14=0/288, 8-12=-907/74, 9-12=0/356, 3-18=-1420/104, 10-12=0/977, 3-17=-93/122 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 153 lb uplift at joint 18 and 115 lb uplift at joint 11. 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 WF49 S I43460120A06Piggyback Base 4 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:00:57 Page: 1 ID:Rw3i0Z5hcdfMsFu6UTJ6qmzLs39-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x6 =MT18HS 4x8 =4x6 =3x6 =3x4 =MT18HS 7x10 =3x6 =2x4 =3x8 =3x6 =2x4 =3x8 =3x6 =4x9 =MT18HS 5x10 =5x6 =3x4 17 16 15 14 13 12 11 10 1 92 3 4 8567 4-7-3 4-7-3 5-0-0 9-7-2 7-0-15 23-10-12 7-2-11 31-1-7 7-2-11 16-9-13 5-11-1 37-0-8 6-0-13 37-0-8 7-0-15 30-11-11 7-0-15 23-10-12 7-4-7 16-9-13 9-5-6 9-5-62-0-15-0-122-0-110-0-0Scale = 1:67.7 Plate Offsets (X, Y):[4:0-8-0,0-1-12], [8:0-7-4,0-2-4], [9:0-2-12,0-1-8], [10: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 0.64 Vert(LL)-0.14 16-17 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.64 Vert(TL)-0.36 16-17 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.58 Horiz(TL)0.07 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 204 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-9,2-16,17-2:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-13 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 7-11, 9-10, 2-17 REACTIONS (size)10= Mechanical, 17= Mechanical Max Horiz 17=14 (LC 4) Max Uplift 10=-114 (LC 4), 17=-106 (LC 4) Max Grav 10=1485 (LC 10), 17=1507 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-348/76, 2-3=-1569/191, 3-4=-1423/227, 4-5=-1480/251, 5-6=-1479/251, 6-7=-1479/251, 7-8=-864/199, 8-9=-1146/189, 1-17=-328/69, 9-10=-1430/146 BOT CHORD 16-17=-44/1042, 15-16=0/1098, 14-15=0/1098, 13-14=0/1307, 12-13=0/1307, 11-12=0/1307, 10-11=-19/47 WEBS 5-14=-432/135, 7-14=-17/186, 7-13=0/287, 7-11=-891/72, 8-11=0/351, 9-11=0/968, 4-16=0/254, 2-16=-46/121, 4-14=-49/528, 2-17=-1413/119 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 10 and 106 lb uplift at joint 17. 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 WF49 S I43460121A07Piggyback Base 3 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:00:57 Page: 1 ID:94ykwNbmXPIPoDHzY4EfICzLrhG-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x6 =MT18HS 4x8 =4x6 =3x4 =MT18HS 7x10 =3x6 =3x8 =2x4 =3x6 =3x6 =2x4 =3x8 =4x9 =MT18HS 5x10 =3x6 =4x6 =4x6 =4x6 =4x6 =3x4 13 12 1121 20 19 18 1716 15 14 10 1 9 82 3 7456 1-4-4 43-7-12 4-9-9 4-9-9 4-9-9 9-7-2 7-0-15 23-10-12 7-2-11 16-9-13 7-2-11 31-1-7 5-0-12 42-3-8 6-1-5 37-2-12 0-2-4 37-1-0 5-2-8 42-3-8 5-11-1 36-10-12 7-0-15 30-11-11 7-0-15 23-10-12 7-4-7 16-9-13 9-5-6 9-5-611-0-02-0-11-8-52-0-11-0-010-0-01-0-0Scale = 1:81.4 Plate Offsets (X, Y):[3:0-8-0,0-1-12], [7:0-7-4,0-2-4], [10:0-2-14,0-2-0] 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 0.51 Vert(LL)-0.14 20-21 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.81 Vert(TL)-0.36 20-21 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.59 Horiz(TL)0.07 14 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 228 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-13:2x4 SPF Stud/ No.3 WEBS 2x4 SPF No.2 *Except* 21-2,12-10,13-10,2-20:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-12 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15,12-13. WEBS 1 Row at midpt 4-18, 6-15, 2-21 REACTIONS (size)12=0-8-0, 14=0-3-8, 21= Mechanical Max Horiz 21=-84 (LC 4) Max Uplift 12=-148 (LC 4), 14=-24 (LC 4), 21=-119 (LC 4) Max Grav 12=209 (LC 6), 14=1826 (LC 11), 21=1507 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-368/87, 2-3=-1567/245, 3-4=-1480/273, 4-5=-1479/273, 5-6=-1479/273, 6-7=-863/239, 7-8=-1060/240, 8-9=-1156/197, 9-10=-9/202, 10-11=0/96, 1-21=-348/78, 10-12=-157/173 BOT CHORD 20-21=0/1047, 19-20=0/1095, 18-19=0/1095, 17-18=0/1300, 16-17=0/1300, 15-16=0/1300, 14-15=-81/37, 13-14=0/132, 9-14=-1668/88, 12-13=-14/88 WEBS 3-20=0/256, 3-18=-66/526, 4-18=-433/136, 6-18=-1/186, 6-16=0/289, 6-15=-895/57, 7-15=-16/342, 9-15=0/1048, 2-21=-1398/124, 10-13=-183/4, 2-20=-52/115 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 148 lb uplift at joint 12, 119 lb uplift at joint 21 and 24 lb uplift at joint 14. 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 WF49 S I43460122A08Piggyback Base 4 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:00:58 Page: 1 ID:ceLDNKK8qcNpdVbuk?d?j0zLqsg-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x6 =MT18HS 4x8 =4x6 =3x4 =MT18HS 7x10 =3x4 =3x8 =2x4 =3x4 =3x4 =3x4 =3x10 =6x8 =4x9 =3x8 16 15 14 13 12 11 10 1 2 9 873456 0-1-15 31-3-6 1-0-10 32-3-15 4-9-9 4-9-9 4-9-9 9-7-2 7-0-15 23-10-12 7-2-11 16-9-13 7-2-11 31-1-7 7-0-15 23-10-12 7-4-7 16-9-13 8-5-3 32-3-15 9-5-6 9-5-610-0-02-0-18-11-142-0-10-3-80-3-89-8-810-0-0Scale = 1:73.5 Plate Offsets (X, Y):[3:0-8-0,0-1-12], [7:0-4-0,0-1-4], [11:0-3-8,0-1-8] 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 0.82 Vert(LL)-0.14 15-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.60 Vert(TL)-0.36 15-16 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.61 Horiz(TL)0.05 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 189 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 7-9:2x4 SP 2400F2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 16-1,16-2,2-15:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-7 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 6-11, 2-16, 8-10 REACTIONS (size)10=0-3-8, 16= Mechanical Max Horiz 16=29 (LC 4) Max Uplift 10=-111 (LC 4), 16=-87 (LC 4) Max Grav 10=1282 (LC 1), 16=1318 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-354/86, 2-3=-1329/206, 3-4=-1154/219, 4-5=-1153/219, 5-6=-1153/219, 6-7=-915/197, 7-8=-950/202, 8-9=-198/216, 1-16=-338/77, 9-10=-167/222 BOT CHORD 15-16=-41/896, 14-15=0/914, 13-14=0/914, 12-13=0/850, 11-12=0/850, 10-11=-17/154 WEBS 3-15=0/286, 3-13=-27/293, 4-13=-430/134, 6-13=-37/405, 6-11=-772/168, 2-16=-1173/85, 2-15=-83/121, 7-11=-105/1165, 8-10=-1430/0 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 16 and 111 lb uplift at joint 10. 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 WF49 S I43460123A09APiggyback Base 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:00:58 Page: 1 ID:tLBJWLi5gq4?8daZDA8zfLzLqpc-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x6 =MT18HS 4x8 =4x6 =3x4 =MT18HS 6x12 =3x4 =5x9 =3x10 =3x6 =2x8 =5x6 =6x12 =2x4 =2x4 =3x6 =6x6 =6x8 =4x6 =3x4 17 16 15 14 13 1 2 12 11 10 9 834567 1-2-9 32-3-15 4-11-0 31-1-7 5-0-12 26-2-7 5-8-6 21-1-10 5-10-2 15-5-4 4-9-7 4-9-7 4-9-12 9-7-2 1-0-13 32-3-15 1-10-4 23-1-10 2-5-8 9-8-14 5-8-6 15-5-4 5-10-2 21-3-6 0-1-12 23-3-6 7-3-6 7-3-6 7-11-13 31-3-32-0-13-0-122-0-15-11-210-0-0Scale = 1:78.3 Plate Offsets (X, Y):[3:0-8-8,0-1-8], [4:0-3-8,0-1-8], [8:0-4-4,0-2-0], [12:0-5-8,Edge], [13:0-3-0,0-3-0] 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 0.53 Vert(LL)-0.22 11-12 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.85 Vert(TL)-0.63 11-12 >614 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.74 Horiz(TL)0.17 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 189 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 8-9:2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 *Except* 13-18:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 *Except*15-3,14-3,4-14,14-12,17-1,2-15:2x4 SPFNo.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-5 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. 10-0-0 oc bracing: 12-13 WEBS 1 Row at midpt 4-14, 2-17, 7-11 REACTIONS (size)10=0-3-8, 17= Mechanical Max Horiz 17=174 (LC 4) Max Uplift 10=-124 (LC 4), 17=-74 (LC 4) Max Grav 10=1282 (LC 1), 17=1309 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-365/76, 2-3=-1312/188, 3-4=-1132/197, 4-5=-2493/312, 5-6=-2493/312, 6-7=-2530/291, 7-8=-406/62, 8-9=-501/57, 1-17=-343/70, 9-10=-1409/24 BOT CHORD 16-17=-176/972, 15-16=-176/972, 14-15=-92/925, 13-14=-4/6, 12-13=0/106, 6-12=-313/101, 11-12=-147/1650, 10-11=-22/32 WEBS 3-15=0/271, 3-14=-18/325, 4-14=-1290/181, 12-14=-141/1547, 4-12=-138/1684, 8-11=0/202, 2-17=-1160/80, 9-11=0/1183, 2-15=-94/125, 7-12=-60/1088, 7-11=-1586/226 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 10 and 74 lb uplift at joint 17. 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 WF49 S I43460124A09BPiggyback Base 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:00:58 Page: 1 ID:tLBJWLi5gq4?8daZDA8zfLzLqpc-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x6 =MT18HS 5x10 =3x4 =4x6 =3x4 =MT18HS 7x10 =3x4 =5x9 =3x10 =2x4 =5x6 =6x12 =2x4 =2x4 =3x6 =3x6 =6x8 =4x6 =4x6 =2x4 19 18 17 16 15 1 2 3 4 14 13 12 11 5 106789 1-4-4 -1-4-4 1-2-9 32-8-7 4-11-0 31-5-15 5-0-12 26-6-15 5-8-6 21-6-2 5-10-2 15-9-12 4-11-15 9-11-10 4-11-11 4-11-11 1-4-5 32-8-7 1-10-4 23-6-2 2-5-8 10-1-6 5-8-6 15-9-12 5-10-2 21-7-14 0-1-12 23-7-14 7-7-14 7-7-14 7-8-5 31-4-31-8-53-0-125-11-210-0-0Scale = 1:78.3 Plate Offsets (X, Y):[5:0-6-12,0-1-12], [6:0-3-8,0-1-8], [10:0-4-4,0-2-0], [14:0-5-8,Edge], [15:0-3-0,0-3-0] 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 0.57 Vert(LL)-0.21 13-14 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.81 Vert(TL)-0.59 13-14 >661 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.75 Horiz(TL)0.17 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 192 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 10-11:2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 *Except* 15-20:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 *Except*17-5,16-5,6-16,16-14,19-2,4-17:2x4 SPFNo.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-15 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. 10-0-0 oc bracing: 14-15 WEBS 1 Row at midpt 6-16, 4-19, 9-13 REACTIONS (size)12=0-3-8, 19=0-5-8 Max Horiz 19=229 (LC 4) Max Uplift 12=-125 (LC 4), 19=-122 (LC 4) Max Grav 12=1294 (LC 1), 19=1389 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-400/66, 3-4=-345/85, 4-5=-1356/190, 5-6=-1155/199, 6-7=-2532/317, 7-8=-2567/296, 8-9=-2567/296, 9-10=-489/70, 10-11=-591/71, 2-19=-424/127, 11-12=-1394/56 BOT CHORD 18-19=-186/1038, 17-18=-186/1038, 16-17=-95/959, 15-16=-3/7, 14-15=0/107, 7-14=-312/101, 13-14=-149/1672, 12-13=-28/30 WEBS 5-17=0/306, 5-16=-16/306, 6-16=-1298/181, 14-16=-145/1577, 6-14=-141/1702, 10-13=0/233, 4-19=-1179/76, 11-13=-13/1146, 9-13=-1544/222, 9-14=-65/1105, 4-17=-128/131 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 125 lb uplift at joint 12 and 122 lb uplift at joint 19. 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 WF49 S I43460125A10Piggyback Base 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:00:59 Page: 1 ID:x?3zhMIJZzcpPDA64QvXi3zLqh6-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x6 =M18SHS 5x8 =3x4 =4x4 =3x4 =5x6 =3x4 =5x9 =4x5 =4x6 =3x4 =3x4 =6x9 =6x6 =6x6 =4x5 =3x4 18 17 16 15 14 1 2 3 4 13 12 11 10 6 7 85 9 1-4-4 -1-4-4 1-2-9 32-8-7 6-7-7 23-4-4 4-11-13 9-11-10 6-9-3 16-8-13 4-11-13 4-11-13 8-1-11 31-5-15 1-0-13 32-8-7 6-9-3 23-6-0 6-10-15 16-8-13 8-1-11 31-7-11 9-9-14 9-9-141-8-53-0-125-11-210-0-0Scale = 1:69.1 Plate Offsets (X, Y):[5:0-3-0,0-2-1], [9:0-3-0,0-2-1], [13:0-3-0,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 0.53 Vert(LL)-0.17 17-18 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.69 Vert(TL)-0.44 17-18 >877 180 M18SHS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.55 Horiz(TL)0.12 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 195 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 *Except* 12-9,18-4,11-10,12-10,4-17:2x4 SPF Stud/ No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-12 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. WEBS 1 Row at midpt 6-15, 4-18 REACTIONS (size)11=0-3-8, 18=0-5-8 Max Horiz 18=229 (LC 4) Max Uplift 11=-125 (LC 4), 18=-122 (LC 4) Max Grav 11=1294 (LC 1), 18=1389 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-393/75, 3-4=-322/94, 4-5=-1362/190, 5-6=-1169/197, 6-7=-2357/307, 7-8=-2357/307, 8-9=-2400/295, 9-10=-460/57, 2-18=-420/133, 10-11=-1362/65 BOT CHORD 17-18=-184/1038, 16-17=-98/963, 15-16=-98/963, 14-15=0/13, 13-14=0/122, 8-13=-449/148, 12-13=0/444, 11-12=-15/33 WEBS 5-17=0/304, 5-15=-9/303, 6-15=-1105/180, 13-15=-139/1483, 6-13=-126/1411, 9-13=-230/2143, 9-12=-1000/177, 4-18=-1192/64, 10-12=-58/1234, 4-17=-116/128 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 125 lb uplift at joint 11 and 122 lb uplift at joint 18. 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 WF49 S I43460126A11APiggyback Base 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:00:59 Page: 1 ID:7EQbH4QAKBDmsBfq89eJp6zLrIz-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x5 =M18SHS 4x8 =3x4 =4x4 =3x4 =M18SHS 8x10 =3x4 =2x4 =3x8 =4x6 =4x4 =4x4 =6x9 =6x7 =4x9 =7x6 =M18SHS 4x8 13 12 11 18 17 16 15 141 2 3 4 10 6 7 85 9 1-4-4 -1-4-4 6-7-15 16-7-9 6-9-11 23-5-3 4-11-15 9-11-10 4-11-11 4-11-11 8-0-11 31-5-15 1-2-9 32-8-7 1-4-5 32-8-7 6-6-3 16-7-9 6-7-15 23-3-7 8-0-11 31-4-3 10-1-6 10-1-613-0-01-8-511-11-143-0-010-0-03-0-0Scale = 1:85.8 Plate Offsets (X, Y):[5:0-3-8,0-3-0], [9:0-1-12,0-3-0], [10:0-3-4,0-1-12], [11:0-3-8,Edge], [14:0-6-12,0-4-0] 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 0.64 Vert(LL)-0.18 17-18 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.75 Vert(TL)-0.47 17-18 >831 180 M18SHS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.78 Horiz(TL)0.08 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 237 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 *Except* 18-2:2x4 SP 2400F 2.0E, 18-4:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 8-14 WEBS 1 Row at midpt 6-15, 9-12, 4-18 WEBS 2 Rows at 1/3 pts 10-11 REACTIONS (size)11=0-3-8, 18=0-5-8 Max Horiz 18=77 (LC 5) Max Uplift 11=-115 (LC 4), 18=-131 (LC 4) Max Grav 11=1294 (LC 1), 18=1389 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-411/67, 3-4=-350/86, 4-5=-1364/202, 5-6=-1177/214, 6-7=-1177/214, 7-8=-1177/214, 8-9=-993/200, 9-10=-436/330, 2-18=-433/129, 10-11=-1409/297 BOT CHORD 17-18=0/956, 16-17=0/946, 15-16=0/946, 14-15=0/944, 13-14=0/157, 8-14=-753/185, 12-13=0/37, 11-12=-123/144 WEBS 5-17=0/308, 5-15=-24/296, 6-15=-388/118, 8-15=-31/314, 12-14=-87/145, 9-14=-53/1270, 9-12=-1079/0, 4-18=-1173/87, 10-12=0/1119, 4-17=-117/125 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 115 lb uplift at joint 11 and 131 lb uplift at joint 18. 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 WF49 S I43460127A11BPiggyback Base 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:00:59 Page: 1 ID:AxZztMt781eM5hxJ5w3JCvzLr0J-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x5 =M18SHS 4x8 =3x4 =4x4 =M18SHS 6x8 =3x4 =3x4 =1x4 =3x8 =3x5 =3x4 =1.5x4 =5x9 =4x5 =5x9 =6x7 =M18SHS 4x8 13 12 11 18 17 16 15 14 1 2 3 4 5 6 7 8 9 10 1-4-4 -1-4-4 4-6-12 27-11-15 6-7-15 16-7-9 6-9-11 23-5-3 4-11-15 9-11-10 4-11-11 4-11-11 4-8-8 32-8-7 4-8-8 27-11-15 4-8-8 32-8-7 6-6-3 16-7-9 6-7-15 23-3-7 10-1-6 10-1-613-0-01-8-513-0-03-0-010-0-03-0-0Scale = 1:79.4 Plate Offsets (X, Y):[5:0-4-8,0-1-8], [11:0-3-8,Edge], [14:0-7-4,0-2-12] 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 0.78 Vert(LL)-0.18 17-18 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.75 Vert(TL)-0.47 17-18 >825 180 M18SHS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.97 Horiz(TL)0.10 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 221 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 18-2:2x4 SP 2400F 2.0E, 18-4,14-12:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-7 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. 1 Row at midpt 8-14 WEBS 1 Row at midpt 6-15, 4-18, 9-12 WEBS 2 Rows at 1/3 pts 10-11 REACTIONS (size)11=0-3-8, 18=0-5-8 Max Horiz 18=76 (LC 5) Max Uplift 11=-119 (LC 4), 18=-130 (LC 4) Max Grav 11=1294 (LC 1), 18=1389 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-411/66, 3-4=-350/85, 4-5=-1364/201, 5-6=-1172/214, 6-7=-1171/214, 7-8=-1171/214, 8-9=-958/193, 9-10=-505/192, 10-11=-1269/215, 2-18=-432/127 BOT CHORD 17-18=0/955, 16-17=0/944, 15-16=0/944, 14-15=0/913, 13-14=0/79, 8-14=-635/165, 12-13=-12/6, 11-12=-135/154 WEBS 5-17=0/312, 5-15=-24/373, 6-15=-427/126, 8-15=-40/356, 4-18=-1170/87, 9-12=-1305/0, 9-14=-3/1143, 12-14=0/489, 10-12=-108/1190, 4-17=-125/127 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 20.0 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 119 lb uplift at joint 11 and 130 lb uplift at joint 18. 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 WF49 S I43460128A12Piggyback Base 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:00:59 Page: 1 ID:n9QaIwPMdaZuhL4xq2JwxDzLrXB-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =5x6 =3x4 =4x4 =3x4 =M18SHS 6x8 =3x4 =3x5 =1x4 =3x8 =3x8 =4x6 =1.5x4 =6x10 =M18SHS 9x10 =10x10 =M18SHS 6x8 =M18SHS 5x8 =M18SHS 4x8 14 13 12 12 19 18 17 16 15 20 213 4 1110 5 22 6 7 8 9 0-5-7 -0-5-7 0-11-15 26-0-0 1-5-7 27-5-8 6-7-15 18-2-7 6-9-11 25-0-2 5-11-6 5-11-6 5-7-3 11-6-9 6-9-14 34-3-6 0-2-12 1-9-10 1-6-14 1-6-14 2-5-6 27-3-12 6-6-3 18-2-7 6-7-15 24-10-6 6-11-10 34-3-6 9-10-10 11-8-513-0-00-4-911-7-53-0-00-2-23-0-08-7-511-7-50-2-211-9-71-2-913-0-0Scale = 1:88.7 Plate Offsets (X, Y):[2:0-0-9,Edge], [5:0-4-12,0-1-8], [9:0-8-0,0-1-12], [10:0-4-0,Edge], [11:0-3-8,Edge], [13:0-5-0,0-3-0], [15:0-6-8,0-2-12] 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 0.99 Vert(LL)-0.20 18-19 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.74 Vert(TL)-0.50 18-19 >784 180 M18SHS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.93 Horiz(TL)0.22 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 231 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 9-10:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 12-10:2x4 SPF-S 1650F 1.6E, 19-3,13-15:2x4 SPF Stud/No.3 WEDGE Left: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-9, 10-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 8-15 WEBS 1 Row at midpt 11-12, 6-16, 10-12, 3-19, 10-13, 9-13 REACTIONS (size)12=0-3-8, 19=0-5-8 Max Horiz 19=56 (LC 7) Max Uplift 12=-112 (LC 6), 19=-156 (LC 6) Max Grav 12=1988 (LC 23), 19=1759 (LC 24) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/27, 2-20=-264/0, 20-21=-221/101, 3-21=-196/247, 3-4=-1700/151, 4-5=-1594/191, 5-22=-1649/211, 6-22=-1646/211, 6-7=-1648/211, 7-8=-1648/211, 8-9=-1313/192, 9-10=-1531/262, 10-11=-133/139, 11-12=-333/99 BOT CHORD 2-19=-24/174, 18-19=0/1136, 17-18=0/1277, 16-17=0/1277, 15-16=0/1339, 14-15=-63/21, 8-15=-894/119, 13-14=-25/35, 12-13=0/957 WEBS 3-18=-279/183, 5-18=0/342, 5-16=-28/654, 6-16=-850/126, 8-16=-35/537, 10-12=-1840/100, 3-19=-1768/270, 10-13=-284/202, 13-15=0/1779, 9-15=0/2411, 9-13=-1256/0 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; 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)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 112 lb uplift at joint 12 and 156 lb uplift at joint 19. 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 WF49 S I43460129A13Piggyback Base 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:00 Page: 1 ID:uH?xW6PAiI2s7e5E4eVlbWzLrlO-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =4x5 =M18SHS 4x8 =3x4 =4x4 =M18SHS 7x10 =3x4 =3x4 =3x8 =1x4 =3x6 =4x5 =1.5x4 =6x9 =6x6 =10x10 =1x4 =4x9 =1x4 =3x6 =3x4 16 15 14 13 21 20 19 18 17 1 222 1232623114 10 5 24 6 725 8 9 1-1-2 24-6-5 1-4-4 -1-4-4 2-8-11 29-11-12 2-8-11 27-3-1 6-8-8 16-6-15 4-11-6 9-10-7 6-10-4 23-5-3 4-11-1 4-11-1 2-8-11 32-8-7 2-8-11 29-11-12 2-8-11 32-8-7 3-11-9 27-3-1 6-6-12 16-6-15 6-8-8 23-3-7 10-0-3 10-0-312-11-01-8-56-1-33-0-09-11-03-0-0Scale = 1:87 Plate Offsets (X, Y):[2:0-2-8,0-1-12], [5:0-6-12,0-1-12], [9:Edge,0-2-11], [15:0-4-0,Edge], [17:0-6-4,0-3-0] 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 0.98 Vert(LL)-0.17 20-21 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.73 Vert(TL)-0.45 20-21 >866 180 M18SHS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.94 Horiz(TL)0.15 13 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 238 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 21-2:2x4 SP 2400F 2.0E, 21-4,13-12,15-17:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. 1 Row at midpt 8-17 WEBS 1 Row at midpt 6-18, 4-21, 11-13, 10-15, 9-15 REACTIONS (size)13=0-3-8, 21=0-5-8 Max Horiz 21=88 (LC 7) Max Uplift 13=-97 (LC 6), 21=-134 (LC 6) Max Grav 13=1556 (LC 21), 21=1739 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-22=0/69, 2-22=0/96, 2-3=-513/66, 3-23=-376/67, 4-23=-337/86, 4-5=-1608/205, 5-24=-1571/219, 6-24=-1568/219, 6-7=-1570/219, 7-25=-1570/219, 8-25=-1570/219, 8-9=-1210/199, 9-10=-1058/290, 10-11=-1006/206, 11-26=-125/153, 12-26=-185/135, 2-21=-581/127, 12-13=-216/122 BOT CHORD 20-21=0/1150, 19-20=0/1227, 18-19=0/1227, 17-18=0/1222, 16-17=0/61, 8-17=-1026/130, 15-16=-14/19, 14-15=0/456, 13-14=0/456 WEBS 5-20=0/352, 5-18=-29/597, 6-18=-851/129, 8-18=-35/598, 4-21=-1404/90, 4-20=-262/164, 11-13=-1455/17, 10-15=-335/100, 11-15=0/766, 11-14=-5/78, 15-17=0/1240, 9-17=0/1915, 9-15=-1348/0 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; 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 tobearing plate capable of withstanding 134 lb uplift at joint 21 and 97 lb uplift at joint 13. 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 WF49 S I43460130A14Hip11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:00 Page: 1 ID:Oab?wCjw_43MVX7Z40WhbizLros-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =3x8 =4x4 =4x6 =3x8 =3x5 =3x4 =3x4 =3x4 =3x6 =8x10 =3x4 =1.5x4 =4x9 =M18SHS 8x10 =6x6 =4x4 13 12 11 18 17 16 15 14 1 219 10 3 9421205678 1-4-4 -1-4-4 3-5-15 26-11-2 3-9-0 7-5-10 5-3-4 18-0-3 5-3-4 12-8-15 5-5-0 23-5-3 3-8-11 3-8-11 5-9-5 32-8-7 3-5-15 26-9-6 5-11-1 32-8-7 7-7-6 7-7-6 7-9-3 15-4-9 7-10-15 23-3-710-11-01-8-56-1-33-0-07-11-03-0-0Scale = 1:69.4 Plate Offsets (X, Y):[4:0-3-4,0-2-4], [9:0-6-12,0-1-12], [11:Edge,0-3-8], [14:0-4-4,0-2-4] 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 0.88 Vert(LL)-0.13 14-15 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.68 Vert(TL)-0.33 14-15 >999 180 M18SHS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.78 Horiz(TL)0.17 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 196 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 12-14,18-3,11-10,3-17:2x4 SPF Stud/No.3, 18-2:2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-6 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. 1 Row at midpt 8-14 WEBS 1 Row at midpt 9-12, 3-18, 5-17, 6-14 WEBS 2 Rows at 1/3 pts 10-11 REACTIONS (size)11=0-3-8, 18=0-5-8 Max Horiz 18=89 (LC 7) Max Uplift 11=-102 (LC 6), 18=-142 (LC 6) Max Grav 11=1700 (LC 20), 18=1671 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/118, 2-19=-281/62, 3-19=-262/86, 3-4=-1824/188, 4-20=-1413/180, 5-20=-1411/180, 5-6=-2085/202, 6-7=-1723/185, 7-8=-1723/185, 8-21=-1702/185, 9-21=-1705/185, 9-10=-1163/193, 2-18=-462/124, 10-11=-1643/141 BOT CHORD 17-18=0/1164, 16-17=0/1999, 15-16=0/1999, 14-15=0/2113, 13-14=0/29, 8-14=-518/63, 12-13=-36/5, 11-12=-38/64 WEBS 4-17=-26/760, 12-14=0/1107, 9-14=0/2092, 9-12=-1482/0, 10-12=0/1188, 3-18=-1697/78, 3-17=-54/347, 5-15=0/262, 5-17=-1053/65, 6-15=-86/112, 6-14=-673/63 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; 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 tobearing plate capable of withstanding 102 lb uplift at joint 11 and 142 lb uplift at joint 18. 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 WF49 S I43460131A15Hip11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:01 Page: 1 ID:Dm3aso?r83cKt?1sQu2?TAzLrwE-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =5x6 =M18SHS 4x8 =5x9 =4x6 =3x4 =3x4 =3x4 =3x6 =12x12 =4x4 =2x4 =6x10 =8x10 =8x8 =3x6 =4x5 13 12 11 18 17 16 15 14 119 2 10 3 8204567 21 9 1-4-4 -1-4-4 2-1-13 25-7-0 1-10-7 27-5-7 6-0-14 17-2-10 6-0-14 11-1-12 6-2-10 23-5-3 5-0-14 5-0-14 5-3-0 32-8-7 2-1-13 25-5-4 5-2-10 5-2-10 7-3-3 32-8-7 8-11-9 14-2-3 9-1-5 23-3-710-5-111-8-56-1-33-0-03-0-05-11-08-11-01-6-1110-5-11Scale = 1:70.9 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [3:0-5-0,0-2-0], [8:0-6-4,Edge], [9: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 0.80 Vert(LL)-0.28 14-15 >999 240 M18SHS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.95 Vert(TL)-0.65 14-15 >597 180 MT20 197/144 TCDL 10.0 Rep Stress Incr YES WB 1.00 Horiz(TL)0.29 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 187 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 17-4,14-5,14-8,12-9,11-9:2x4 SPF No.2, 12-8:2x4 SPF-S 1650F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, except end verticals, and 2-0-0 oc purlins (2-9-14 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-17, 5-14, 8-12, 9-11 REACTIONS (size)11=0-3-8, 18=0-5-8 Max Horiz 18=87 (LC 7) Max Uplift 11=-101 (LC 6), 18=-143 (LC 6) Max Grav 11=1651 (LC 20), 18=1811 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-19=0/36, 2-19=0/112, 2-3=-1974/149, 3-20=-1516/157, 4-20=-1515/158, 4-5=-2857/202, 5-6=-2332/183, 6-7=-2332/183, 7-8=-2282/186, 8-21=-1469/222, 9-21=-1435/235, 9-10=-231/196, 2-18=-1770/163, 10-11=-312/156 BOT CHORD 17-18=-27/106, 16-17=-5/2663, 15-16=-5/2663, 14-15=-18/2945, 13-14=-62/0, 7-14=-644/109, 12-13=-43/33, 11-12=0/776 WEBS 3-17=0/801, 4-17=-1583/95, 4-15=0/408, 5-15=-184/79, 5-14=-826/76, 12-14=0/2010, 8-14=-25/3164, 8-12=-3754/141, 9-12=-164/2238, 9-11=-1683/0, 2-17=0/1546 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 143 lb uplift at joint 18 and 101 lb uplift at joint 11. 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 WF49 S I43460132A16Roof Special 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:01 Page: 1 ID:fAFz7m8ByFlzxaQJ2cIQMBzLrzx-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =1.5x4 =3x5 =3x4 =5x9 =4x10 =2x4 =3x5 =4x6 =3x8 =1x4 =8x9 =M18SHS 5x8 =3x4 =4x9 =3x8 =3x4 =3x4 =3x5 14 13 12 11 27 28 29 30 20 19 18 17 1633 15 31 32 1 102 9 4 24 25 5 6262322213 7 8 1-4-4 -1-4-4 2-9-14 2-9-14 4-1-7 27-5-7 2-0-0 34-7-0 6-8-14 16-5-6 6-10-10 9-8-8 6-10-10 23-4-0 5-1-8 32-7-0 1-10-4 34-7-0 2-2-12 32-8-12 2-11-10 2-11-10 6-8-14 16-5-6 6-8-14 9-8-8 6-10-2 23-3-7 7-2-8 30-6-010-5-121-8-54-6-73-0-03-0-04-0-87-0-83-5-410-5-12Scale = 1:67.8 Plate Offsets (X, Y):[3:0-2-12,0-2-12], [15:0-3-0,0-2-8] 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 0.28 Vert(LL)0.16 16-18 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.48 Vert(TL)-0.35 15-16 >999 180 M18SHS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.44 Horiz(TL)0.14 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 391 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-5,5-7:2x6 SPFNo.2 BOT CHORD 2x4 SPF No.2 *Except* 7-14:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 *Except*18-3,18-6,15-6,13-15,15-8,13-8:2x4 SPFNo.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.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20. REACTIONS All bearings 2-2-0. except 20=0-5-8, 12=0-3-8 (lb) -Max Horiz 20=90 (LC 5) Max Uplift All uplift 100 (lb) or less at joint(s) 10, 11 except 12=-157 (LC 4), 20=-586 (LC 4) Max Grav All reactions 250 (lb) or less at joint (s) 10 except 11=1068 (LC 8), 12=504 (LC 8), 20=1714 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1573/590, 3-21=-3157/1081, 21-22=-3157/1081, 22-23=-3158/1081, 4-23=-3158/1080, 4-24=-3157/1080, 24-25=-3157/1080, 5-25=-3157/1080, 5-6=-3157/1080, 6-26=-3034/687, 7-26=-3034/687, 7-8=-3822/941, 8-9=-917/273, 2-20=-1712/643 BOT CHORD 19-27=-305/1091, 27-28=-305/1091, 28-29=-305/1091, 18-29=-305/1091, 18-30=-926/3611, 17-30=-926/3611, 17-31=-926/3611, 31-32=-926/3611, 16-32=-926/3611, 16-33=-926/3611, 15-33=-926/3611, 7-15=-2702/681, 12-13=0/343, 11-12=0/343 WEBS 3-19=-449/0, 3-18=-685/2217, 4-18=-534/34, 6-18=-657/20, 6-16=-149/285, 6-15=-779/464, 13-15=-24/773, 8-15=-940/4036, 8-13=-964/159, 9-13=0/527, 2-19=-435/1336, 9-11=-1381/192 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc.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 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 11 except (jt=lb) 20=586, 12=157. 11)This truss is designed in accordance with the 2012 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 WF49 S I43460133A17Roof Special Girder 1 2WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 E Aug 25 2020 Print: 8.420 E Aug 25 2020 MiTek Industries, Inc. Tue Nov 03 08:45:47 Page: 1 ID:dT_iRe4Y_0K4YSQd4vFZTLzLs0b-EG?akJstaqdqstmlrbnzvU_jGd6z0anB07CKPYyMxla Continued on page 2 November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 13)Hanger(s) or other connection device(s) shall beprovided sufficient to support concentrated load(s) 68 lb down at 2-9-14, 44 lb down at 4-10-10, 44 lb down at 6-10-10, 44 lb down at 8-10-10, 44 lb down at 10-10-10, 44 lb down at 12-10-10, and 44 lb down at 14-10-10, and 44 lb down at 16-10-10 on top chord, and 42 lb down and 124 lb up at 2-9-14, 25 lb down and 99 lb up at 4-10-10, 25 lb down and 99 lb up at 6-10-10, 25 lb down and 99 lb up at 8-10-10, 25 lb down and 99 lb up at 10-10-10, 25 lb down and 99 lb up at 12-10-10, and 25 lb down and 99 lb up at 14-10-10, and 25 lb down and 99 lb up at 16-10-10 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 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-7=-60, 7-8=-60, 8-10=-60, 15-20=-20, 11-14=-20 Concentrated Loads (lb) Vert: 19=4 (F) Job Truss Truss Type Qty Ply WF49 S I43460133A17Roof Special Girder 1 2WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 E Aug 25 2020 Print: 8.420 E Aug 25 2020 MiTek Industries, Inc. Tue Nov 03 08:45:47 Page: 2 ID:dT_iRe4Y_0K4YSQd4vFZTLzLs0b-EG?akJstaqdqstmlrbnzvU_jGd6z0anB07CKPYyMxla 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.6812 =1.5x4 =3x5 =3x4 5 8 9 4 1 2 6 7 3 2-1-6 -2-1-6 4-5-8 4-5-8 0-2-10 4-5-8 4-2-14 4-2-144-9-41-11-04-9-4Scale = 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 0.61 Vert(LL)0.05 4-5 >974 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.25 Vert(TL)-0.05 4-5 >997 180 TCDL 10.0 Rep Stress Incr NO WB 0.08 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 21 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-8 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=213 (LC 4) Max Uplift 3=-60 (LC 4), 4=-105 (LC 4), 5=-163 (LC 4) Max Grav 3=131 (LC 8), 4=86 (LC 3), 5=323 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-280/93, 1-2=0/122, 2-6=-101/52, 6-7=-52/42, 3-7=-74/59 BOT CHORD 5-8=-187/64, 8-9=-187/64, 4-9=-187/64 WEBS 2-4=-68/201 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 tobearing plate capable of withstanding 163 lb uplift at joint 5, 60 lb uplift at joint 3 and 105 lb uplift at joint 4. 7)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 76 lb down and 117 lb up at 1-5-3, and 76 lb down and 111 lb up at 1-11-9 on top chord, and 62 lb up at 1-5-3, and 92 lb up at 1-11-9 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 8)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, PlateIncrease=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=39 (B), 7=37 (F) Job Truss Truss Type Qty Ply WF49 S I43460134BPJack-Open Girder 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:02 Page: 1 ID:yOvMjqbV81ew5A1vj3v91YyOFYa-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =3x4 =3x4 =4x4 =3x4 121 2 18 17 16 15 14 13 11 21 10 4 5 6 19 73 8 20 9 0-7-2 -0-7-2 0-7-2 13-9-3 1-5-2 10-1-0 1-7-14 1-7-14 3-1-1 13-2-1 7-0-0 8-7-14 13-2-13-1-10-4-130-2-21-7-41-7-40-2-21-9-61-2-52-11-11Scale = 1:30.2 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [3:0-2-0,Edge], [8:0-2-0,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 0.07 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 0.05 Horiz(TL)0.00 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 42 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=13-2-1, 11=13-2-1, 13=13-2-1, 14=13-2-1, 15=13-2-1, 16=13-2-1, 17=13-2-1, 18=13-2-1 Max Uplift 2=-15 (LC 6), 11=-6 (LC 6), 13=-39 (LC 6), 15=-42 (LC 6), 16=-19 (LC 6), 17=-21 (LC 6), 18=-24 (LC 6) Max Grav 2=176 (LC 20), 11=79 (LC 10), 13=182 (LC 26), 14=170 (LC 20), 15=238 (LC 19), 16=278 (LC 19), 17=277 (LC 19), 18=232 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-92/18, 3-4=-31/17, 4-5=-23/14, 5-6=-23/14, 6-19=-23/14, 7-19=-23/14, 7-8=-30/18, 8-20=-58/33, 9-20=-23/54, 9-10=-79/43, 10-21=-12/20, 11-21=-39/9, 11-12=0/21 BOT CHORD 2-18=-9/36, 17-18=-9/36, 16-17=-9/36, 15-16=-9/36, 14-15=-9/36, 13-14=-9/36,11-13=-9/36 WEBS 9-14=-129/0, 7-15=-198/66, 6-16=-237/43, 5-17=-239/46, 4-18=-185/46, 10-13=-150/60 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 1x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 2-0-0 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 15 lb uplift at joint 2, 6 lb uplift at joint 11, 42 lb uplift at joint 15, 19 lb uplift at joint 16, 21 lb uplift at joint 17, 24 lb uplift at joint 18 and 39 lb uplift at joint 13. 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 WF49 S I43460135BPHPiggyback11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:02 Page: 1 ID:h2ky4jIlU7nKSqY9nD0mFyyOF2h-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x6 =3x6 =4x6 =8x8 =4x12 =2x4 =6x8 =4x6 =3x4 =7x14 =5x6 =6x12 =4x6 =4x9 =5x9 =3x4 =5x6 =3x8 =4x6 =3x4 =2x8 17 16 15 14 13 12 11 10 2922 30 21 31 32 20 19 33 18 1 9 23 3 26 27 425242 5 2878 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 3-6-3 26-2-4 3-5-12 29-8-0 6-2-10 9-1-7 6-4-6 15-5-13 2-6-7 19-5-0 2-9-1 2-9-1 1-6-8 16-10-9 3-4-13 22-9-13 6-2-10 15-4-1 6-4-6 9-1-7 6-10-3 29-8-010-6-01-11-03-0-00-1-150-1-153-0-04-7-147-7-140-1-157-9-130-11-38-9-00-1-158-10-151-7-110-6-0Scale = 1:69.9 Plate Offsets (X, Y):[2:0-6-1,Edge], [5:0-6-0,0-2-2], [7:0-4-8,0-2-2], [8:0-3-9,Edge], [16:0-2-0,0-1-12], [18:0-5-12,0-3-4], [19:0-3-9,0-3-0] 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 0.36 Vert(LL)-0.22 18-20 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.72 Vert(TL)-0.42 18-20 >835 180 TCDL 10.0 Rep Stress Incr NO WB 0.83 Horiz(TL)0.22 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 468 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 2-5,7-8:2x6 SPFNo.2 BOT CHORD 2x4 SPF No.2 *Except* 22-19,19-18:2x8 SP No.2 WEBS 2x4 SPF No.2 *Except*21-2,3-20,22-1,21-1,9-13,9-12:2x4 SPF Stud/No.3 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.): 2-5, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16 REACTIONS (size)12=0-3-8, 22=0-3-8 Max Horiz 22=-155 (LC 6) Max Uplift 12=-98 (LC 6), 22=-215 (LC 6) Max Grav 12=2224 (LC 24), 22=2556 (LC 37) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=-2243/223, 2-23=-2184/229, 2-24=-4513/63, 24-25=-4514/62, 3-25=-4521/62, 3-26=-4514/61, 26-27=-4514/61, 4-27=-4514/61, 4-5=-4170/64, 5-6=-1999/201, 6-7=-1964/204, 7-8=-1319/151, 8-28=-1756/159, 9-28=-1931/144, 9-29=-216/130, 10-29=-331/105,10-11=0/129, 1-22=-2487/232,10-12=-509/157 BOT CHORD 22-30=-17/195, 21-30=-17/195, 21-31=0/1591, 31-32=0/1591, 20-32=0/1591, 19-20=0/4276, 19-33=0/4276, 18-33=0/4276, 17-18=-8/36, 4-18=-961/124, 16-17=-1/205, 15-16=0/2268, 14-15=0/1446, 13-14=0/1446, 12-13=0/1166 WEBS 2-21=-884/0, 2-20=0/3532, 3-20=-968/157, 4-20=-19/547, 16-18=0/5709, 5-18=0/6800, 5-16=-5189/0, 8-13=-20/851, 1-21=-108/1777, 6-15=-222/2505, 7-15=-381/158, 7-13=-1007/0, 5-15=-2478/122, 9-13=0/358, 9-12=-1963/0 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: 2x8 - 2 rows staggered at 0-8-0 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 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)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 215 lb uplift at joint 22 and 98 lb uplift at joint 12. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 lb down and 13 lb up at 1-3-4, 298 lb down and 40 lb up at 2-10-13, 111 lb down and 16 lb up at 4-11-9, 111 lb down and 16 lb up at 6-11-9, and 111 lb down and 16 lb up at 8-11-9, and 73 lb down and 18 lb up at 10-8-8 on top chord, and 20 lb down and 33 lb up at 1-3-4, 90 lb down and 104 lb up at 2-10-13, 44 lb down and 43 lb up at 4-11-9, 44 lb down and 43 lb up at 6-11-9, and 44 lb down and 43 lb up at 8-11-9, and 1105 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 WF49 S I43460136C01Roof Special Girder 1 2WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:03 Page: 1 ID:o32g0puGBmQHPAKuMqx6EqzMBF4-Mock Me Continued on page 2 November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Uniform Loads (lb/ft) Vert: 1-2=-60, 2-5=-60, 5-6=-60, 6-7=-60, 7-8=-60, 8-10=-60, 10-11=-60, 18-22=-20, 12-17=-20 Concentrated Loads (lb) Vert: 2=-48 (F), 21=-36 (F), 20=-16 (F), 3=-27 (F), 24=-27 (F), 25=-27 (F), 26=-24 (F), 30=0 (F), 31=-16 (F), 32=-16 (F), 33=-1105 (F) Job Truss Truss Type Qty Ply WF49 S I43460136C01Roof Special Girder 1 2WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:03 Page: 2 ID:o32g0puGBmQHPAKuMqx6EqzMBF4-Mock Me 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =MT18HS 5x10=5x9 =5x9 =6x10 =6x8 =10x10 =4x16 =3x4 =12x12 =2x4 =4x6 =3x6 =6x8 =5x6 =MT18HS 12x14 =MT18HS 5x10 =4x6 =MT18HS 5x10=3x10 11 34 35 15 14 13 12 32 33 10 2320 24 25 19 26 2718 28 1729 30 31 16 1 9 82212234567 0-9-8 16-3-5 1-4-4 31-0-4 2-6-9 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 3-8-3 25-11-14 3-8-2 29-8-0 4-4-5 4-4-5 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 29-8-09-4-51-11-03-0-00-1-153-0-06-1-69-1-60-1-159-3-5Scale = 1:63.5 Plate Offsets (X, Y):[2:0-6-1,0-2-8], [7:0-2-12,0-1-12], [8:0-7-1,0-2-8], [12:0-4-0,0-3-0], [13:0-7-0,0-7-8], [16:0-5-0,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 0.64 Vert(LL)-0.18 15 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.69 Vert(TL)-0.38 16-17 >923 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.97 Horiz(TL)0.15 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 1075 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 *Except* 2-6,6-8:2x4 SPFNo.2 BOT CHORD 2x10 SP 2250F 1.9E *Except* 5-15:2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 20-1:2x6 SPF No.2,12-10:2x8 SP No.2,3-17,3-19,4-17,4-16,9-13,9-12:2x4 SPF Stud/No.3 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, 20=0-3-8 Max Horiz 20=-157 (LC 6) Max Uplift 12=-643 (LC 6) Max Grav 12=12459 (LC 18), 20=13035 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-12629/2, 2-21=-9114/43, 3-21=-9113/44, 3-4=-16390/65, 4-5=-18066/208, 5-6=-18046/210, 6-7=-18046/210, 7-22=-9769/425, 8-22=-9770/425, 8-9=-13170/526, 9-23=-5201/455, 10-23=-5267/430, 10-11=0/142, 1-20=-11543/0, 10-12=-4269/391 BOT CHORD 20-24=0/1320, 24-25=0/1320, 19-25=0/1320, 19-26=0/14062, 26-27=0/14062, 18-27=0/14062, 18-28=0/14062, 17-28=0/14062, 17-29=0/17051, 29-30=0/17051, 30-31=0/17051, 16-31=0/17051, 15-16=0/2135, 5-16=-448/68, 15-32=0/604, 14-32=0/604, 14-33=0/604, 13-33=0/604, 13-34=-175/8032, 34-35=-175/8032, 12-35=-175/8032 WEBS 2-19=0/8553, 13-16=-60/13609, 8-13=-289/8659, 1-19=0/8077, 3-17=0/7513, 3-19=-9009/52, 4-17=-2125/203, 4-16=-145/1851, 7-13=-9248/0, 7-16=0/9911, 9-13=0/2125, 9-12=-8257/32 NOTES 1)4-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 4 rowsstaggered 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 thecenter 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 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 643 lb uplift at joint 12. 11)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 WF49 S I43460137C02Hip Girder 1 4WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:04 Page: 1 ID:d32BUH5z6fKWk5q1kJzFDbzLqVk-Mock Me Continued on page 2 November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12)Hanger(s) or other connection device(s) shall beprovided sufficient to support concentrated load(s) 1450 lb down at 1-5-13, 1450 lb down at 3-5-13, 1450 lb down at 5-5-13, 1463 lb down at 7-5-13, 1463 lb down at 9-3-13, 1463 lb down at 10-7-4, 1463 lb down at 12-7-4, 1463 lb down at 14-7-4, 1463 lb down at 16-7-4, 1463 lb down at 18-7-4, 2124 lb down at 20-7-4, and 2101 lb down at 22-7-4, and 3716 lb down and 787 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, PlateIncrease=1.15 Uniform Loads (lb/ft) 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), 24=-1450 (B), 25=-1450 (B), 26=-1450 (B), 27=-1463 (B), 28=-1463 (B), 29=-1463 (B), 30=-1463 (B), 31=-1463 (B), 32=-1463 (B), 33=-2124 (B), 34=-2101 (B),35=-3488 (B) Job Truss Truss Type Qty Ply WF49 S I43460137C02Hip Girder 1 4WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:04 Page: 2 ID:d32BUH5z6fKWk5q1kJzFDbzLqVk-Mock Me 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x6 =6x8 =10x10 =2x4 =3x4 =4x6 =MT18HS 6x12 =4x9 =2x4 =4x6 =4x6 =4x6 =3x4 =2x4 =10x10 =6x8 =3x6 17 16 24 15 25 14 13 121 2 11 20 23 103 4 18 19 9 5 8212267 14-6-00-8-15 6-3-14 0-8-15 16-5-0 2-8-2 15-8-1 1-11-11 5-6-15 1-11-12 18-4-12 1-4-4 23-4-3 1-4-4 -1-4-4 6-8-2 13-0-0 3-7-3 21-11-15 3-7-4 3-7-4 3-7-3 21-11-15 3-7-4 3-7-4 14-9-8 18-4-123-11-08-1-1410-2-14Scale = 1:75.5 Plate Offsets (X, Y):[2:0-3-8,Edge], [4:0-1-5,0-1-8], [5:0-4-4,0-1-12], [8:0-4-4,0-1-12], [9:0-1-5,0-1-8], [11:0-3-8,Edge], [14:0-3-8,0-7-8], [16:0-3-8,0-7-8] 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 0.83 Vert(LL)-0.31 14-16 >827 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.43 Vert(TL)-0.55 14-16 >475 180 MT18HS 244/190 TCDL 10.0 Rep Stress Incr NO WB 0.49 Horiz(TL)0.01 13 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Attic -0.23 14-16 >788 360 BCDL 10.0 Weight: 373 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2400F 2.0E *Except* 5-8:2x4 SPFNo.2 BOT CHORD 2x10 SP 2250F 1.9E WEBS 2x4 SPF Stud/No.3 *Except* 4-9:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 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.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 18, 19 REACTIONS (size)13=0-3-8, 17=0-3-8 Max Uplift 13=-245 (LC 6), 17=-245 (LC 6) Max Grav 13=3273 (LC 27), 17=3274 (LC 27) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-20=-2998/261, 3-20=-2880/285, 3-4=-1829/234, 4-5=-492/755, 5-21=-1292/685, 6-21=-1289/686, 6-7=-1290/685, 7-22=-1326/645, 8-22=-1329/645, 8-9=-494/753, 9-10=-1829/234, 10-23=-2882/285, 11-23=-3000/261, 11-12=0/129, 2-17=-4220/301, 11-13=-4224/301 BOT CHORD 16-17=0/111, 16-24=0/1803, 15-24=0/1803, 15-25=0/1803, 14-25=0/1803, 13-14=0/111 WEBS 3-16=-107/1547, 10-14=-107/1550, 4-18=-3207/380, 18-19=-2528/246, 9-19=-3211/381, 2-16=0/2423, 11-14=0/2424, 6-18=-418/71, 7-19=-429/74, 5-18=-135/1320, 8-19=-144/1361, 7-18=-75/9 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-7-0 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 LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 5)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 6)Unbalanced snow loads have been considered for this design. 7)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. 8)Provide adequate drainage to prevent water ponding. 9)All plates are MT20 plates unless otherwise indicated. 10)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 11)Gable studs spaced at 2-0-0 oc. 12)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 13)Ceiling dead load (5.0 psf) on member(s). 3-4, 9-10, 4-18, 18-19, 9-19 14)Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 14-16 15)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 245 lb uplift at joint 17 and 245 lb uplift at joint 13. 16)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 17)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1544 lb down and 181 lb up at 6-10-7, and 1544 lb down and 181 lb up at 15-1-7 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 18)Attic room checked for L/360 deflection. 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 WF49 S I43460138D01Attic Girder 1 2WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:04 Page: 1 ID:iGlb5lVqxkrZJeUKEhOE72zM90H-Mock Me Continued on page 2 November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Vert: 1-2=-60, 2-3=-60, 3-4=-70, 4-5=-60, 5-8=-60,8-9=-60, 9-10=-70, 10-11=-60, 11-12=-60, 13-17=-20, 4-18=-10, 18-19=-10, 9-19=-10 Concentrated Loads (lb) Vert: 24=-1015 (F), 25=-1015 (F) Job Truss Truss Type Qty Ply WF49 S I43460138D01Attic Girder 1 2WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:04 Page: 2 ID:iGlb5lVqxkrZJeUKEhOE72zM90H-Mock Me 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x6 =5x6 =10x10 =2x4 =2x4 =3x4 =2x4 =4x6 =7x12 =4x9 =2x4 =4x6 =2x4 =3x4 =2x4 =2x4 =10x10 =5x6 =3x6 16 15 14 13 12 1 11 2 10 93 4 17 8 5 76 1-11-11 5-6-15 1-11-12 18-4-12 1-4-4 -1-4-4 1-4-4 23-4-3 3-0-0 11-0-0 3-0-0 13-11-15 2-5-1 16-5-0 2-5-1 8-0-0 3-7-3 21-11-15 3-7-4 3-7-4 3-7-3 21-11-15 3-7-4 3-7-4 14-9-8 18-4-123-11-011-11-0Scale = 1:72.9 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [5:0-4-4,0-1-12], [7:0-4-4,0-1-12], [10:0-2-12,0-1-8], [13:0-3-8,0-7-0], [15:0-3-8,0-7-4] 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 0.93 Vert(LL)-0.37 13-15 >701 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.86 Vert(TL)-0.49 13-15 >528 180 TCDL 10.0 Rep Stress Incr YES WB 0.41 Horiz(TL)0.01 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Attic -0.26 13-15 >691 360 BCDL 10.0 Weight: 188 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP No.2 *Except* 14-12:2x10 SP 2250F 1.9E WEBS 2x4 SPF Stud/No.3 *Except* 4-8:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 17 REACTIONS (size)12=0-3-8, 16=0-3-8 Max Uplift 12=-60 (LC 4), 16=-60 (LC 4) Max Grav 12=1491 (LC 13), 16=1491 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-1196/85, 3-4=-931/144, 4-5=-479/83, 5-6=-435/88, 6-7=-435/88, 7-8=-479/83, 8-9=-931/144, 9-10=-1197/84, 10-11=0/106, 2-16=-1682/28, 10-12=-1682/28 BOT CHORD 15-16=-13/53, 14-15=0/674, 13-14=0/674, 12-13=-13/54 WEBS 3-15=-178/500, 9-13=-177/503, 4-17=-669/131, 8-17=-668/131, 2-15=0/919, 10-13=0/916, 6-17=-229/53, 5-17=-8/225, 7-17=-8/225 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Ceiling dead load (5.0 psf) on member(s). 3-4, 8-9, 4-17, 8-17 7)Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 13-15 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 16 and 60 lb uplift at joint 12. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460139D02Attic41WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:05 Page: 1 ID:?1V4lzykjIfawyS?9u_?v9zM8vE-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =4x6 =5x6 =10x10 =2x4 =2x4 =3x4 =2x4 =7x12 =6x6 =2x4 =4x9 =5x6 =2x4 =2x4 =2x4 =2x4 =10x10 =7x12 =4x6 =3x4 15 14 13 12 11 21 22 1 2 10 93 4 16 8 756 1-11-11 5-6-15 1-4-4 -1-4-4 3-0-0 13-11-15 3-0-0 11-0-0 2-2-7 18-4-12 2-2-6 16-2-5 2-5-1 8-0-0 3-7-3 21-11-15 3-7-4 3-7-4 0-3-8 21-11-15 3-3-11 21-8-7 3-7-4 3-7-4 14-9-8 18-4-123-11-01-11-011-11-02-0-0Scale = 1:74.1 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [5:0-4-4,0-1-12], [7:0-4-4,0-1-12], [10:Edge,0-0-8], [11:Edge,0-3-8], [12:0-3-8,0-7-4], [14:0-3-8,0-7-8] 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 0.84 Vert(LL)-0.30 12-14 >872 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.92 Vert(TL)-0.45 12-14 >577 180 TCDL 10.0 Rep Stress Incr YES WB 0.49 Horiz(TL)-0.02 22 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Attic -0.22 12-14 >803 360 BCDL 10.0 Weight: 194 lb FT = 20% LUMBER TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 5-7:2x4 SPFNo.2, 7-10:2x6 SPF No.2 BOT CHORD 2x10 SP No.2 *Except* 13-11:2x10 SP 2250F 1.9E WEBS 2x4 SPF Stud/No.3 *Except* 4-8:2x4 SPFNo.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. JOINTS 1 Brace at Jt(s): 16 REACTIONS (size)15=0-3-8, 22=0-3-8 Max Horiz 15=118 (LC 4) Max Grav 15=1638 (LC 13), 22=1561 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-1349/0, 3-4=-1060/71, 4-5=-512/60, 5-6=-489/51, 6-7=-491/51, 7-8=-514/58, 8-9=-1057/73, 9-10=-1356/0, 2-15=-1900/0, 11-22=-363/0, 10-22=-363/0 BOT CHORD 14-15=-63/45, 13-14=0/795, 12-13=0/795, 11-12=0/159 WEBS 3-14=-142/533, 9-12=-161/584, 4-16=-762/73, 8-16=-735/79, 2-14=0/1071, 10-12=0/970, 6-16=-200/49, 5-16=0/277, 7-16=0/239, 10-22=-1581/0 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 2x4 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Ceiling dead load (10.0 psf) on member(s). 3-4, 8-9, 4-16, 8-16 8)Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-14 9)Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460140D03Attic31WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:05 Page: 1 ID:dnGnCxCTNyYPiIWiPuJ4JuzM8r1-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x6 =5x6 =5x6 =5x6 =6x8 =5x6 =2x4 =4x9 =5x6 =5x6 =5x6 =7x12 =4x6 =3x4 12 11 10 9 8 16 17 1 7 13 15 14 2 6 3 54 9-8-0 3-0-0 13-11-15 3-0-0 11-0-0 1-11-12 15-11-12 1-11-12 8-0-0 6-0-4 6-0-4 6-0-4 21-11-15 0-3-8 21-11-15 5-8-12 21-8-7 6-0-4 6-0-4 9-11-8 15-11-123-11-00-11-08-1-1411-11-03-0-0Scale = 1:74.2 Plate Offsets (X, Y):[1:Edge,0-1-8], [2:0-0-4,0-1-12], [3:0-2-8,Edge], [5:0-2-8,Edge], [6:0-0-4,0-1-12], [7:Edge,0-0-8], [8:Edge,0-3-8], [16:0-2-0,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 0.85 Vert(LL)-0.10 9-11 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.56 Vert(TL)-0.18 9-11 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.62 Horiz(TL)0.03 17 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Attic -0.07 9-11 >999 360 BCDL 10.0 Weight: 198 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 *Except* 3-5:2x4 SPF No.2 BOT CHORD 2x10 SP No.2 WEBS 2x4 SPF Stud/No.3 *Except* 2-11,6-9,13-14,12-1:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-13, 9-14 JOINTS 1 Brace at Jt(s): 15 REACTIONS (size)12=0-3-8, 17=0-3-7 Max Horiz 12=27 (LC 4) Max Grav 12=1366 (LC 12), 17=1345 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1224/32, 2-3=-551/56, 3-4=-499/34, 4-5=-499/34, 5-6=-550/56, 6-7=-1182/38, 1-12=-1361/0, 8-17=-23/100, 7-17=-23/100 BOT CHORD 11-12=-12/61, 10-11=0/705, 9-10=0/705, 8-9=0/133 WEBS 11-13=-46/376, 2-13=-17/397, 9-14=-61/355, 6-14=-33/376, 13-15=-445/94, 14-15=-449/93, 1-11=0/725, 7-9=0/655, 4-15=-75/108, 3-15=0/155, 5-15=0/159, 7-17=-1418/0 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)Ceiling dead load (10.0 psf) on member(s). 13-15, 14-15 6)Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 9-11 7)Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460141D04Attic21WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:05 Page: 1 ID:6sW8Ozfk6pgN5kimR5TDABzM8p9-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 Sheet Front1 Ply =3x8 =3x4 =5x6 =4x6 =3x4 =3x8 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 0.08 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.16 Horiz(TL)0.00 20 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 26-10,27-9,28-8,25-11,24-12:2x4 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=-40 (LC 4), 21=-103 (LC 4), 22=-28 (LC 4), 23=-46 (LC 4), 24=-63 (LC 4), 26=-192 (LC 5), 28=-63 (LC 4), 29=-46 (LC 4),30=-28 (LC 4), 31=-103 (LC 4),32=-40 (LC 4) Max Grav 20=152 (LC 1), 21=172 (LC 8), 22=133 (LC 8), 23=141 (LC 8), 24=151 (LC 8), 25=115 (LC 1), 26=350 (LC 4), 27=115 (LC 1), 28=151 (LC 8), 29=141 (LC 8), 30=133 (LC 8), 31=172 (LC 8), 32=152 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-32=-210/204, 1-2=0/106, 2-3=-9/123, 3-4=-17/78, 4-5=-83/114, 5-6=-124/165, 6-7=-168/208, 7-8=-151/218, 8-9=-224/285, 9-10=-230/292, 10-11=-230/292, 11-12=-224/285, 12-13=-151/218, 13-14=-168/208, 14-15=-124/165, 15-16=-83/114, 16-17=-17/78, 17-18=-9/123, 18-19=0/106, 18-20=-210/204 BOT CHORD 31-32=-60/106, 30-31=-60/106, 29-30=-60/106, 28-29=-60/106, 27-28=-60/106, 26-27=-60/106, 25-26=-60/106, 24-25=-60/106, 23-24=-60/106, 22-23=-60/106, 21-22=-60/106, 20-21=-60/106 WEBS 10-26=-334/218, 9-27=-88/0, 8-28=-125/80, 6-29=-113/59, 5-30=-112/56, 4-31=-126/81, 3-32=-115/71, 11-25=-88/0, 12-24=-125/80, 14-23=-113/59, 15-22=-112/56, 16-21=-126/81, 17-20=-115/71 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 40 lb uplift at joint 32, 40 lb uplift at joint 20, 192 lb uplift at joint 26, 63 lb uplift at joint 28, 46 lb uplift at joint 29, 28 lb uplift at joint 30, 103 lb uplift at joint 31, 63 lb uplift at joint 24, 46 lb uplift at joint 23, 28 lb uplift at joint 22 and 103 lb uplift at joint 21. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460142E01Common Supported Gable 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:06 Page: 1 ID:nte90aWsutnneXncWdfl1WzM9sU-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x8 =3x8 =4x6 =3x4 =5x9 =4x6 =3x4 =4x6 =3x8 =2x8 11 10 9 1 2 8 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):[10:0-4-8,0-3-0] 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 0.58 Vert(LL)-0.08 10-11 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.49 Vert(TL)-0.20 10-11 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.48 Horiz(TL)0.01 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 Stud/No.3 *Except* 10-5,9-8:2x4 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=65 (LC 4) Max Uplift 9=-40 (LC 4), 11=-84 (LC 4) Max Grav 9=737 (LC 8), 11=798 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-275/147, 3-4=-614/124, 4-5=-539/158, 5-6=-475/159, 6-7=-614/125, 7-8=-321/110, 2-11=-334/172, 8-9=-312/95 BOT CHORD 10-11=0/354, 9-10=0/361 WEBS 5-10=-123/456, 3-10=-173/145, 3-11=-476/0, 7-10=-183/143, 7-9=-434/0 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 84 lb uplift at joint 11 and 40 lb uplift at joint 9. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460143E02Common11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:06 Page: 1 ID:jpqmauyRPxJgy3XXdBIBU6zM9rw-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x8 =4x6 =4x6 =3x4 =7x12 =4x6 =3x6 =4x9 =6x6 =5x6 =4x6 =2x8 14 13 12 19 11 1 10 2 9 87 18 3 641517 16 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 0.46 Vert(LL)-0.04 12-13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.27 Vert(TL)-0.09 13-14 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.56 Horiz(TL)0.01 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 Stud/No.3 *Except* 13-5:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-7 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 Uplift 11=-184 (LC 6), 14=-97 (LC 6) Max Grav 11=1166 (LC 20), 14=868 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-269/146, 3-4=-739/139, 4-15=-700/151, 15-16=-698/154, 5-16=-658/172, 5-17=-714/181, 6-17=-840/154, 6-18=-1261/248, 7-18=-1368/227, 7-8=-915/126, 8-9=-149/135, 9-10=0/129, 2-14=-329/171, 9-11=-358/169 BOT CHORD 13-14=0/433, 12-13=0/643, 12-19=0/377, 11-19=0/377 WEBS 5-13=-159/693, 7-12=-1140/230, 8-12=-69/969, 8-11=-859/0, 3-13=-166/148, 3-14=-580/0, 6-13=-504/164, 6-12=-150/445 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2) -1-4-4 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 184 lb uplift at joint 11 and 97 lb uplift at joint 14. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 152 lb down and 107 lb up at 17-4-11 on top chord, and 47 lb down and 58 lb up at 17-3-13 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, 2-5=-60, 5-7=-60, 7-8=-60, 8-9=-60, 9-10=-60, 11-14=-20 Concentrated Loads (lb) Vert: 8=28 (F), 19=5 (F) Job Truss Truss Type Qty Ply WF49 S I43460144E03Roof Special Girder 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:06 Page: 1 ID:VQPVXtt6WIuu4kL849g?Z7zM9qk-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x8 =3x8 =4x6 =3x4 =5x9 =4x6 =MT18HS 5x14 =3x8 =6x6 =3x6 =2x8 13 12 11 10 91 2 8 618 7 3 17 414 16 15 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 = 1:67.3 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], [12:0-4-8,0-3-0] 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 12-13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.45 Vert(TL)-0.25 12-13 >892 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.54 Horiz(TL)0.02 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 Stud/No.3 *Except* 12-5,13-2:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-10 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=1 (LC 7) Max Uplift 10=-93 (LC 6), 13=-90 (LC 6) Max Grav 10=1206 (LC 20), 13=863 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-300/143, 3-4=-705/132, 4-14=-674/145, 14-15=-637/146, 5-15=-624/166, 5-16=-653/156, 16-17=-686/133, 6-17=-881/114, 6-18=-853/131, 7-18=-852/131, 7-8=-222/145, 8-9=0/129, 2-13=-355/169, 8-10=-421/169 BOT CHORD 12-13=0/409, 11-12=0/776, 10-11=0/492 WEBS 5-12=-113/531, 6-12=-518/147, 6-11=-683/118, 7-11=-73/823, 7-10=-864/0, 3-12=-150/135, 3-13=-525/0 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 93 lb uplift at joint 10 and 90 lb uplift at joint 13. 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 WF49 S I43460145E04Roof Special 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:07 Page: 1 ID:DWEiAoeh79IAbAVCdpHFUwzM9oS-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x6 =3x6 =6x6 =4x9 =2x4 =4x6 =4x6 =3x6 =3x8 =5x6 =5x6 =3x8 =5x6 =3x4 13 12 11 10 9 8 7231514 1 16 2173 522 6 18 2120 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], [7:0-2-12,0-1-8], [14:0-2-12,0-2-0] 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 0.47 Vert(LL)-0.08 11-13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.52 Vert(TL)-0.21 11-13 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.62 Horiz(TL)0.04 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 126 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-13:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 *Except* 11-14,14-4,11-4:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-5 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=-152 (LC 6) Max Uplift 9=-109 (LC 6), 15=-36 (LC 6) Max Grav 9=1367 (LC 22), 15=975 (LC 22) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-15=-230/34, 1-16=-100/28, 2-16=-96/28, 2-17=-1705/81, 3-17=-1628/89, 3-18=-1826/193, 18-19=-1700/211, 4-19=-1574/215, 4-20=-989/266, 20-21=-1089/250, 5-21=-1225/247, 5-22=-661/137, 6-22=-660/137, 6-23=-890/127, 7-23=-1095/92, 7-8=0/129, 7-9=-1310/137 BOT CHORD 14-15=0/1386, 13-14=0/145, 3-14=-328/117, 12-13=0/63, 11-12=0/63, 10-11=0/759, 9-10=-14/107 WEBS 2-15=-1560/57, 2-14=-536/76, 11-14=0/608, 4-14=-59/1193, 4-11=-203/475, 5-11=-514/201, 5-10=-475/4, 6-10=-9/269, 7-10=0/588 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 36 lb uplift at joint 15 and 109 lb uplift at joint 9. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460146E05Roof Special 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:07 Page: 1 ID:suFdpBkUC4457J1mCamRHHzMBKS-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =4x6 =2x4 =2x4 =MT18HS 5x10 =4x12 =2x4 =5x6 =4x12 =6x6 =3x4 =MT18HS 7x10 =3x4 =6x8 =4x613 12 11 10 9 8 7 6 15 14 22 1 17 182 19 542021 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], [5:0-8-1,Edge], [6:0-3-8,Edge], [8:Edge,0-3-8], [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 0.72 Vert(LL)-0.06 13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.50 Vert(TL)-0.11 2 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.53 Horiz(TL)0.03 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 139 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 1-2:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-12:2x4 SPF Stud/ No.3 WEBS 2x4 SPF No.2 *Except* 15-1,14-1,11-14,9-6,13-16:2x4 SPF Stud/ No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-13 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 REACTIONS (size)8=0-3-8, 15= Mechanical Max Horiz 15=-155 (LC 6) Max Uplift 8=-105 (LC 6), 15=-31 (LC 6) Max Grav 8=1351 (LC 22), 15=953 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-15=-887/65, 1-17=-1029/72, 17-18=-1028/72, 2-18=-1027/73, 2-19=-1514/156, 19-20=-1425/165, 3-20=-1313/181, 3-21=-779/236, 4-21=-903/220, 4-5=-651/151, 5-22=-852/133, 6-22=-1122/102, 6-7=0/129, 6-8=-1279/142 BOT CHORD 14-15=-57/202, 12-14=0/140, 2-14=-1236/191, 12-13=0/0, 11-12=0/28, 10-11=0/606, 9-10=0/606, 8-9=0/235 WEBS 1-14=-24/1205, 11-14=0/619, 3-14=0/1038, 3-11=-225/280, 4-11=-423/80, 5-9=-39/115, 6-9=0/419, 5-11=-121/99 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)The Fabrication Tolerance at joint 5 = 0%, joint 6 = 8% 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 31 lb uplift at joint 15 and 105 lb uplift at joint 8. 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 WF49 S I43460147E06Roof Special 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:07 Page: 1 ID:HTxlRCmMU?Tg_mlLtiJ8vvzMBKP-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.6812 =3x4 =3x6 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 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 0.31 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horiz(TL)-0.04 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 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=163 (LC 4) Max Uplift 3=-85 (LC 6), 4=-37 (LC 4), 5=-32 (LC 4) Max Grav 3=72 (LC 5), 4=37 (LC 5), 5=398 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-349/93, 1-2=0/122, 2-3=-66/37 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 32 lb uplift at joint 5, 85 lb uplift at joint 3 and 37 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460148EJJack-Open Girder 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:08 Page: 1 ID:czpjxtFQ1QJsnHImK_qzD4zM9y?-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x8 =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 0.19 Vert(LL)0.00 3-4 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.20 Vert(TL)0.00 3-4 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.02 2 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 7 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 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=97 (LC 4) Max Uplift 2=-64 (LC 4), 3=-26 (LC 4), 4=-5 (LC 5) Max Grav 2=88 (LC 7), 3=49 (LC 5), 4=74 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-58/0, 1-2=-54/51 BOT CHORD 3-4=0/0 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 5 lb uplift at joint 4, 26 lb uplift at joint 3 and 64 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460149EKJack-Open 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:08 Page: 1 ID:U6ugMM3y6Jzm1DoxbP3_FPzM9zX-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x6 =5x6 =4x6 =3x6 6 9 10 5 1 2 4873 1-4-4 -1-4-4 2-8-15 6-8-15 4-0-0 4-0-0 6-8-157-11-03-11-07-8-140-2-27-8-147-8-140-2-27-11-0Scale = 1:47.6 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 0.85 Vert(LL)0.19 5-6 >415 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.75 Vert(TL)-0.17 5-6 >467 180 TCDL 10.0 Rep Stress Incr NO WB 0.20 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 53 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 5-3,3-6:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 9-3-4 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS (size)4= Mechanical, 5= Mechanical, 6=0-3-8 Max Horiz 6=79 (LC 6) Max Uplift 4=-64 (LC 6), 5=-498 (LC 6), 6=-277 (LC 6) Max Grav 4=192 (LC 18), 5=524 (LC 19), 6=721 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-214/293, 3-7=-102/113, 7-8=-102/113, 4-8=-105/113, 4-5=0/0, 2-6=-452/302 BOT CHORD 6-9=-64/118, 9-10=-64/118, 5-10=-64/118 WEBS 3-5=-194/101, 3-6=-310/0 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 64 lb uplift at joint 4, 498 lb uplift at joint 5 and 277 lb uplift at joint 6. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 137 lb down and 22 lb up at 4-0-0, and 136 lb down and 24 lb up at 6-0-11 on top chord, and 341 lb down and 489 lb up at 3-11-15, and 114 lb down and 164 lb up at 6-0-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 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, 5-6=-20 Concentrated Loads (lb) Vert: 3=-36 (F), 8=-50 (F), 9=-177 (F), 10=-24 (F) Job Truss Truss Type Qty Ply WF49 S I43460150G1Half Hip Girder 2 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:08 Page: 1 ID:F02MY0DAP4pEsEwPcPrRkqzM9QS-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =6x6 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 Plate Offsets (X, Y):[5:Edge,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 0.42 Vert(LL)0.00 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.13 Vert(TL)0.00 5-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.18 Horiz(TL)-0.01 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 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=246 (LC 4) Max Uplift 3=-47 (LC 6), 4=-389 (LC 4), 6=-123 (LC 5) Max Grav 3=78 (LC 5), 4=158 (LC 5), 6=312 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-329/150, 1-2=0/106, 2-3=-64/53 BOT CHORD 5-6=-188/66, 4-5=0/0 WEBS 2-5=-164/467 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 123 lb uplift at joint 6, 389 lb uplift at joint 4 and 47 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460151G2Jack-Open 4 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:08 Page: 1 ID:fE3qg7BsWhLCrv82kDmZCjzM9zM-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 8.4912 =2x4 =3x6 =4x6 =2x4 5 4 7 1 2 6 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 0.63 Vert(LL)0.10 4-5 >632 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.65 Vert(TL)0.09 4-5 >706 180 TCDL 10.0 Rep Stress Incr NO WB 0.06 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 Stud/No.3 *Except* 3-4:2x4 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=79 (LC 4) Max Uplift 4=-340 (LC 4), 5=-342 (LC 4) Max Grav 4=287 (LC 8), 5=422 (LC 8) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 2-5=-305/97, 1-2=0/119, 2-6=-124/62, 3-6=-56/149, 3-4=-154/0 BOT CHORD 5-7=-91/0, 4-7=-91/0 WEBS 2-4=-15/165 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 tobearing plate capable of withstanding 342 lb uplift atjoint 5 and 340 lb uplift at joint 4. 7)Hanger(s) or other connection device(s) shall beprovided sufficient to support concentrated load(s) 99 lb down at 2-9-8, and 99 lb down at 2-9-8 on top chord, and 99 lb down and 280 lb up at 2-9-8, and 99 lb down and 280 lb up at 2-9-8 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 8)In the LOAD CASE(S) section, loads applied to the faceof 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 WF49 S I43460152G3Diagonal Hip Girder 2 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:08 Page: 1 ID:Hf7wtNxcv0?2hB_41Cy7azzM9TP-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 6 54 1 2 3 1-4-4 -1-4-4 4-0-0 4-0-0 0-2-12 4-0-0 3-9-4 3-9-47-11-03-11-07-11-0Scale = 1:45.9 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 0.30 Vert(LL)-0.01 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.24 Vert(TL)-0.03 5-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.14 Horiz(TL)-0.01 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 23 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 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, 5= Mechanical, 6=0-3-8 Max Horiz 6=314 (LC 4) Max Uplift 3=-79 (LC 4), 5=-231 (LC 4), 6=-53 (LC 5) Max Grav 3=164 (LC 8), 5=159 (LC 5), 6=259 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-222/91, 1-2=0/106, 2-3=-93/103 BOT CHORD 5-6=-257/119, 4-5=0/0 WEBS 2-5=-168/362 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 53 lb uplift at joint 6, 79 lb uplift at joint 3 and 231 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460153G4Jack-Partial 4 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:09 Page: 1 ID:jO?wO3awzWNghqbCcxL3VTzM9ys-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x4 =5x6 =3x6 =3x6 7 6 5 1 2 3 4 1-4-4 -1-4-4 1-2-15 6-8-15 5-6-0 5-6-0 0-3-12 6-8-15 6-5-3 6-5-39-5-03-11-09-2-140-2-29-2-149-2-140-2-29-5-0Scale = 1:58.6 Plate Offsets (X, Y):[3:0-3-9,0-2-8], [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 0.91 Vert(LL)-0.09 6-7 >810 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.43 Vert(TL)-0.23 6-7 >324 180 TCDL 10.0 Rep Stress Incr YES WB 0.15 Horiz(TL)-0.01 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 56 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-2:2x4 SPF Stud/ No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-6, 3-7, 3-6 REACTIONS (size)4= Mechanical, 6= Mechanical, 7=0-3-8 Max Horiz 7=83 (LC 6) Max Uplift 4=-15 (LC 6), 6=-58 (LC 6), 7=-42 (LC 6) Max Grav 4=57 (LC 14), 6=338 (LC 15), 7=643 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-246/327, 3-4=-124/135, 4-6=0/0, 2-7=-534/333 BOT CHORD 6-7=-115/125, 5-6=0/0 WEBS 3-7=-296/40, 3-6=-270/100 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 15 lb uplift at joint 4, 58 lb uplift at joint 6 and 42 lb uplift at joint 7. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)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 WF49 S I43460154G5Monopitch21WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:09 Page: 1 ID:nYw060z?RMP7Xl1LUfvZoDzM9yM-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 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 0.13 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.14 Horiz(TL)0.00 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 Stud/No.3 OTHERS 2x4 SPF Stud/No.3 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=-89 (LC 4), 11=-83 (LC 4), 12=-10 (LC 4), 13=-51 (LC 5), 14=-10 (LC 4), 15=-83 (LC 4), 16=-89 (LC 4) Max Grav 10=133 (LC 6), 11=149 (LC 8), 12=129 (LC 8), 13=228 (LC 4), 14=129 (LC 8), 15=150 (LC 8), 16=133 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-16=-131/123, 1-2=0/77, 2-3=-35/103, 3-4=-86/157, 4-5=-118/195, 5-6=-118/195, 6-7=-86/157, 7-8=-35/103, 8-9=0/77, 8-10=-131/124 BOT CHORD 15-16=-22/58, 14-15=-22/58, 13-14=-22/58, 12-13=-22/58, 11-12=-22/58, 10-11=-22/58 WEBS 5-13=-216/79, 4-14=-105/35, 3-15=-114/63, 6-12=-105/35, 7-11=-113/63 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)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 bottomchord live load nonconcurrent with any other live loads. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 16, 89 lb uplift at joint 10, 51 lb uplift at joint 13, 10 lb uplift at joint 14, 83 lb uplift at joint 15, 10 lb uplift at joint 12 and 83 lb uplift at joint 11. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460155GAValley11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:09 Page: 1 ID:N3O8P4oeKXkZ?S0RsmBT8kzM9Pj-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =2x8 =2x4 =2x4 =4x6 =2x4 =2x4 =2x4 =2x8 =3x4 12 11 10 9 8 1 7 2 6 53 4 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 = 1:40 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 0.35 Vert(LL)-0.01 10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.22 Vert(TL)-0.03 10 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horiz(TL)0.00 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 43 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)8=0-3-8, 12=0-3-8 Max Uplift 8=-68 (LC 4), 12=-68 (LC 4) Max Grav 8=380 (LC 8), 12=380 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-12=-287/95, 1-2=0/77, 2-3=-250/61, 3-4=-228/119, 4-5=-228/119, 5-6=-250/62, 6-7=0/77, 6-8=-287/95 BOT CHORD 11-12=0/100, 10-11=0/100, 9-10=0/100, 8-9=0/100 WEBS 4-10=-74/126, 3-11=-71/56, 5-9=-71/55 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)Truss to be fully sheathed from one face or securelybraced 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 12 and 68 lb uplift at joint 8. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460156GBValley31WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:09 Page: 1 ID:NP0GF8qzJeRViW0nL7DO5gzM9OO-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =6x6 =3x6 =6x6 =2x4 6 9 10 5 1 2 3 7 8 4 1-4-4 -1-4-4 3-1-15 3-1-15 3-1-15 6-3-14 6-3-1410-2-143-11-010-2-142-6-12Scale = 1:56.5 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 0.42 Vert(LL)-0.02 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.50 Vert(TL)-0.04 5-6 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.06 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 133 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP No.2 WEBS 2x4 SPF Stud/No.3 *Except* 4-5:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS (size)5= Mechanical, 6=0-3-8 Max Horiz 6=86 (LC 4) Max Uplift 5=-210 (LC 4), 6=-8 (LC 4) Max Grav 5=1576 (LC 8), 6=1259 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-87/278, 3-7=-244/152, 7-8=-141/152, 4-8=-132/189, 4-5=-126/41, 2-6=-219/290 BOT CHORD 6-9=-45/89, 9-10=-45/89, 5-10=-45/89 WEBS 3-5=-256/211, 3-6=-289/0 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-9-0 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 7-10; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 12.0 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 210 lb uplift at joint 5 and 8 lb uplift at joint 6. 9)Load case(s) 1, 2 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 127 lb down and 25 lb up at 4-0-12, and 30 lb down at 5-6-12 on top chord, and 500 lb down and 480 lb up at 4-0-12, and 321 lb down and 29 lb up at 5-6-12 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, PlateIncrease=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-4=-60, 5-6=-90 (F=-70) Concentrated Loads (lb) Vert: 7=-111 (B), 8=-15 (B), 9=-338 (B), 10=-321 (B) 2)Dead + 0.75 Snow (balanced) + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-50, 2-4=-50, 5-6=-240 (F=-220) Concentrated Loads (lb) Vert: 7=-88 (B), 8=-11 (B), 9=-294 (B), 10=-267 (B) Job Truss Truss Type Qty Ply WF49 S I43460157GCMonopitch22WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:09 Page: 1 ID:lSxsZ6il74e8yk5o6y0WY3zM9NF-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =5x6 =4x12 =3x6 6 8 5 1 2 7 43 1-4-4 -1-4-4 1-8-8 1-8-8 5-1-8 6-10-0 6-10-03-7-81-11-03-5-60-2-23-5-63-5-60-2-23-7-8Scale = 1:31 Plate Offsets (X, Y):[3:0-3-14,Edge], [5: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 0.95 Vert(LL)0.16 5-6 >492 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.51 Vert(TL)-0.27 5-6 >286 180 TCDL 10.0 Rep Stress Incr NO WB 0.17 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 37 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 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)4= Mechanical, 5= Mechanical, 6=0-3-8 Max Horiz 6=74 (LC 6) Max Uplift 4=-82 (LC 6), 5=-31 (LC 6), 6=-233 (LC 6) Max Grav 4=303 (LC 14), 5=143 (LC 5), 6=497 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-7=-301/82, 3-7=-290/93, 3-4=-45/49, 4-5=0/0, 2-6=-431/138 BOT CHORD 6-8=-58/0, 5-8=-58/0 WEBS 3-5=-227/9, 2-5=-4/208 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 82 lb uplift at joint 4, 31 lb uplift at joint 5 and 233 lb uplift at joint 6. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 lb down at 1-8-8 on top chord, and 29 lb down and 176 lb up at 1-8-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Job Truss Truss Type Qty Ply WF49 S I43460158J1Monopitch Girder 2 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:10 Page: 1 ID:6CEcf2Fs26EymiuisQWNOMzM9ZS-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x4 =6x6 =3x4 =2x4 6 5 1 2 73 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 0.40 Vert(LL)-0.11 5-6 >715 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.47 Vert(TL)-0.27 5-6 >286 180 TCDL 10.0 Rep Stress Incr YES WB 0.13 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 Stud/No.3 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=79 (LC 6) Max Uplift 5=-64 (LC 6), 6=-81 (LC 6) Max Grav 5=371 (LC 14), 6=606 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-177/243, 3-7=-71/78, 4-7=-71/78, 4-5=-181/49, 2-6=-438/264 BOT CHORD 5-6=-36/72 WEBS 3-5=-143/63, 3-6=-175/0 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 liveload 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 81 lb uplift at joint 6 and 64 lb uplift at joint 5. 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 WF49 S I43460159J1AHalf Hip 2 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:10 Page: 1 ID:3PxfnAu6ZOwRdsSuT3yo2YzM9Yd-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 8.4912 =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(TL)0.00 5-6 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.05 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 Stud/No.3 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=74 (LC 4) Max Uplift 3=-98 (LC 6), 5=-72 (LC 4), 6=-85 (LC 4) Max Grav 3=68 (LC 4), 5=50 (LC 3), 6=358 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-340/96, 1-2=0/119, 2-3=-77/76, 3-5=0/0 BOT CHORD 5-6=-59/0, 4-5=0/0 WEBS 2-5=0/128 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 85 lb uplift at joint 6, 98 lb uplift at joint 3 and 72 lb uplift at joint 5. 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460160J1BDiagonal Hip Girder 2 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:10 Page: 1 ID:Hzme7lMRUNwSuLEUXuB0OmzM9ac-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =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 0.42 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.04 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 11 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 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=177 (LC 4) Max Uplift 3=-57 (LC 6), 4=-156 (LC 4), 5=-24 (LC 5) Max Grav 3=73 (LC 5), 4=51 (LC 5), 5=254 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-238/40, 1-2=0/106, 2-3=-64/49 BOT CHORD 4-5=-151/32 WEBS 2-4=-48/224 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 24 lb uplift at joint 5, 156 lb uplift at joint 4 and 57 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460161J1CJack-Open 2 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:10 Page: 1 ID:1Q8yXEepcxMzh7fy0H6xz6zM9bY-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x4 =6x6 =3x4 =2x4 6 5 1 2 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 0.65 Vert(LL)-0.11 5-6 >715 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.47 Vert(TL)-0.27 5-6 >286 180 TCDL 10.0 Rep Stress Incr YES WB 0.22 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 Stud/No.3 *Except* 6-3:2x4 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=82 (LC 6) Max Uplift 5=-58 (LC 6), 6=-73 (LC 6) Max Grav 5=309 (LC 14), 6=643 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-220/268, 3-4=-87/94, 4-5=-114/31, 2-6=-496/287 BOT CHORD 5-6=-61/74 WEBS 3-5=-212/70, 3-6=-218/0 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; 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 73 lb uplift at joint 6 and 58 lb uplift at joint 5. 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 WF49 S I43460162J1DHalf Hip 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:11 Page: 1 ID:EneEflEgz?RT_9bG6xTMARzM9YB-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 2-1-8 2-1-8 0-1-6 2-1-8 2-0-2 2-0-24-0-81-11-04-0-8Scale = 1:32 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 0.42 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.06 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 13 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 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=0-3-8 Max Horiz 5=190 (LC 4) Max Uplift 3=-40 (LC 6), 4=-129 (LC 4), 5=-14 (LC 5) Max Grav 3=83 (LC 5), 4=56 (LC 5), 5=248 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-228/33, 1-2=0/106, 2-3=-66/56 BOT CHORD 4-5=-163/42 WEBS 2-4=-55/216 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 14 lb uplift at joint 5, 40 lb uplift at joint 3 and 129 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460163J2Jack-Open 8 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:11 Page: 1 ID:qKB6zXEcE6P3xhWuQiYWxLzM9ee-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.6812 =3x4 =3x8 5 4 1 2 3 2-1-6 -2-1-6 3-2-1 3-2-1 0-0-5 0-0-5 3-1-12 3-2-13-11-61-11-03-11-6Scale = 1:30.8 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 0.61 Vert(LL)0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.40 Vert(TL)-0.01 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horiz(TL)-0.05 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 13 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-2-0 Max Horiz 5=186 (LC 4) Max Uplift 3=-56 (LC 4), 4=-21 (LC 4), 5=-33 (LC 4) Max Grav 3=100 (LC 8), 4=53 (LC 3), 5=372 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-318/90, 1-2=0/122, 2-3=-70/50 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 at joint(s) 5. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 33 lb uplift at joint 5, 56 lb uplift at joint 3 and 21 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460164J2AJack-Open Girder 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:11 Page: 1 ID:Bq1r9si424KX6h?OCOlf0azM9e1-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =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 0.50 Vert(LL)-0.04 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.43 Vert(TL)-0.10 4-5 >600 180 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horiz(TL)-0.01 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 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=286 (LC 4) Max Uplift 3=-111 (LC 4), 4=-62 (LC 4) Max Grav 3=210 (LC 8), 4=97 (LC 3), 5=296(LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-248/1, 1-2=0/106, 2-3=-119/131 BOT CHORD 4-5=-259/117 WEBS 2-4=-124/275 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 111 lb uplift at joint 3 and 62 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460165J3Jack-Open 13 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:11 Page: 1 ID:Cw8ZR7Xk1_utG7BSBgzcnwzM9cz-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.6812 =2x4 =3x6 =3x4 6 9 10 54 1 2 7 8 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)0.05 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.25 Vert(TL)-0.04 5-6 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.08 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-1 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=211 (LC 4) Max Uplift 3=-58 (LC 4), 5=-109 (LC 4), 6=-173 (LC 4) Max Grav 3=129 (LC 8), 5=86 (LC 3), 6=316 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-276/95, 1-2=0/122, 2-7=-101/48, 7-8=-54/39, 3-8=-78/58 BOT CHORD 6-9=-185/62, 9-10=-185/62, 5-10=-185/62, 4-5=0/0 WEBS 2-5=-67/200 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 173 lb uplift at joint 6, 58 lb uplift at joint 3 and 109 lb uplift at joint 5. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 125 lb up at 1-3-12, and 83 lb down and 120 lb up at 1-9-13 on top chord, and 65 lb up at 1-3-12, and 97 lb up at 1-9-13 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, 4-6=-20 Concentrated Loads (lb) Vert: 7=42 (F), 8=40 (B) Job Truss Truss Type Qty Ply WF49 S I43460166J3ADiagonal Hip Girder 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:11 Page: 1 ID:rDt5yDgFDgPAi_6muCBQGSzM9cn-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. =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 0.06 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 IBC2012/TPI2007 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 Stud/No.3 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=-19 (LC 4), 4=-19 (LC 4) Max Grav 3=63 (LC 1), 4=63 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-48/28, 1-2=-41/43, 2-3=-48/28 BOT CHORD 3-4=-36/41 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 19 lb uplift at joint4 and 19 lb uplift at joint 3. 10)Graphical purlin representation does not depict the sizeor the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460167J3BFlat Supported Gable 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:12 Page: 1 ID:gNEMCGl0oW9KQvawESIqVjzM9ch-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. =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 0.19 Vert(LL)-0.01 3-4 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.11 Vert(TL)-0.02 3-4 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 Stud/No.3 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=-41 (LC 4), 4=-8 (LC 4) Max Grav 3=136 (LC 1), 4=386 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-352/28, 1-2=-39/42, 2-3=-102/61 BOT CHORD 3-4=-39/42 WEBS 1-3=0/0 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 5)Truss to be fully sheathed from one face or securelybraced 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 8 lb uplift at joint 4 and 41 lb uplift at joint 3. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1)Dead + 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 WF49 S I43460168J3CFlat Structural Gable 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:12 Page: 1 ID:Y9Tt2eoXskfmvWthTIMmgZzM9cd-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =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 0.41 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.22 Vert(TL)-0.03 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 18 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 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=203 (LC 4) Max Uplift 3=-55 (LC 4), 4=-54 (LC 4) Max Grav 3=138 (LC 11), 4=71 (LC 3), 5=253(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-217/0, 1-2=0/96, 2-3=-79/77 BOT CHORD 4-5=-181/70 WEBS 2-4=-76/196 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 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 55 lb uplift at joint 3 and 54 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460169J3DJack-Open 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:12 Page: 1 ID:RkIgbST1veby?zaFBLsfO9zM9bm-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.6812 =2x4 =3x6 =3x4 6 5 1 2 3 4 2-1-11 -2-1-11 0-5-13 2-11-11 2-5-14 2-5-14 2-11-113-9-141-11-03-9-14Scale = 1:30.4 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)-0.07 5 >478 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.59 Vert(TL)-0.17 5 >192 180 TCDL 10.0 Rep Stress Incr NO WB 0.24 Horiz(TL)-0.01 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 17 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4= Mechanical, 6=0-3-8 Max Horiz 6=182 (LC 4) Max Uplift 4=-74 (LC 4), 6=-35 (LC 4) Max Grav 4=141 (LC 5), 6=378 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/123, 2-3=-116/162, 3-4=-42/76, 2-6=-375/241 BOT CHORD 5-6=0/0 WEBS 3-6=-217/125 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left andright exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 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 74 lb uplift at joint 4 and 35 lb uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460170J3EJack-Open Girder 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:12 Page: 1 ID:Y9Tt2eoXskfmvWthTIMmgZzM9cd-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =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 0.41 Vert(LL)0.00 5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.02 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 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=46 (LC 5) Max Uplift 3=-95 (LC 6), 4=-86 (LC 4), 5=-29 (LC 4) Max Grav 3=52 (LC 5), 4=22 (LC 3), 5=277 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-266/35, 1-2=0/96, 2-3=-74/32 BOT CHORD 4-5=-67/0 WEBS 2-4=0/114 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 29 lb uplift at joint 5, 86 lb uplift at joint 4 and 95 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460171J3FJack-Open 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:12 Page: 1 ID:rDt5yDgFDgPAi_6muCBQGSzM9cn-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =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 0.42 Vert(LL)0.00 5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.01 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 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=57 (LC 5) Max Uplift 3=-108 (LC 6), 4=-132 (LC 4), 5=-5 (LC 4) Max Grav 3=74 (LC 4), 4=19 (LC 3), 5=287 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-277/11, 1-2=0/106, 2-3=-90/51 BOT CHORD 4-5=-78/0 WEBS 2-4=0/158 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 5 lb uplift at joint 5, 132 lb uplift at joint 4 and 108 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460172J3GJack-Open 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:12 Page: 1 ID:rDt5yDgFDgPAi_6muCBQGSzM9cn-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =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)0.12 4-5 >488 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.62 Vert(TL)-0.17 4-5 >335 180 TCDL 10.0 Rep Stress Incr NO WB 0.10 Horiz(TL)-0.01 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-4-10 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=286 (LC 4) Max Uplift 3=-131 (LC 4), 4=-159 (LC 4), 5=-16 (LC 4) Max Grav 3=261 (LC 8), 4=175 (LC 8), 5=376 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-261/0, 1-2=0/106, 2-6=-193/68, 3-6=-110/167 BOT CHORD 5-7=-259/117, 4-7=-259/117 WEBS 2-4=-124/275 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 16 lb uplift at joint 5, 131 lb uplift at joint 3 and 159 lb uplift at joint 4. 7)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 34 lb up at 2-10-5 on top chord, and 171 lb down and 173 lb up at 2-10-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + 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 WF49 S I43460173J3HJack-Open Girder 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:13 Page: 1 ID:GufxrVXoUUL6ju2PYcz3eQzM9bg-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 11.9912 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-6 -1-4-6 3-2-3 3-2-3 0-1-14 3-2-3 3-0-4 3-0-45-1-41-11-25-1-4Scale = 1:33.6 Plate Offsets (X, Y):[4:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.16 Vert(TL)-0.01 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 17 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-3 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=225 (LC 4) Max Uplift 3=-49 (LC 4), 4=-94 (LC 4) Max Grav 3=126 (LC 8), 4=70 (LC 5), 5=249 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-219/21, 1-2=0/107, 2-3=-79/78 BOT CHORD 4-5=-199/69 WEBS 2-4=-80/228 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 49 lb uplift at joint 3 and 94 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460174K1Jack-Open 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:13 Page: 1 ID:7e_SmN6q07WFdD56K3lF5dzM9X3-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12.0612 =2x4 =3x6 =3x6 =2x4 7 6 5 1 2 3 4 1-4-4 -1-4-4 3-0-8 3-0-8 0-3-12 3-0-8 2-8-12 2-8-124-11-121-11-24-11-12Scale = 1:35.4 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 0.42 Vert(LL)0.00 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.11 Vert(TL)-0.01 6-7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 20 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4= Mechanical, 6= Mechanical, 7=0-3-7 Max Horiz 7=101 (LC 4) Max Uplift 4=-177 (LC 5), 6=-84 (LC 6), 7=-22 (LC 4) Max Grav 4=95 (LC 6), 6=302 (LC 5), 7=254 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-229/37, 1-2=0/106, 2-3=-72/45, 3-4=-129/67, 3-6=-264/117 BOT CHORD 6-7=-75/0, 5-6=0/0 WEBS 2-6=-9/170 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 22 lb uplift at joint 7, 84 lb uplift at joint 6 and 177 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460175K2Jack-Open 2 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:13 Page: 1 ID:g3bezvKBE9EwElJWln3xhwzM9VU-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 11.7712 =4x6 =3x6 5 4 1 2 3 1-4-11 -1-4-11 2-11-11 2-11-11 0-0-1 0-0-1 2-11-10 2-11-114-10-21-11-24-10-2Scale = 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 0.50 Vert(LL)0.02 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.53 Vert(TL)-0.01 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)-0.06 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 12 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-7 Max Horiz 5=217 (LC 4) Max Uplift 3=-95 (LC 4), 4=-45 (LC 4) Max Grav 3=121 (LC 8), 4=60 (LC 5), 5=251(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-210/20, 1-2=0/107, 2-3=-88/77 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 12.2 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 95 lb uplift at joint 3 and 45 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460176K3Jack-Open 2 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:13 Page: 1 ID:c54GYXK7nfnhn_TZNr4TqQzM9Wn-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 11.6512 =2x4 =3x6 =3x6 =2x4 7 6 5 1 2 3 4 1-4-7 -1-4-7 2-7-7 2-7-7 0-3-12 2-7-7 2-3-10 2-3-114-5-41-10-114-5-4Scale = 1:33.2 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 0.42 Vert(LL)0.00 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.07 Vert(TL)0.00 6-7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 18 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 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)4= Mechanical, 6= Mechanical, 7=0-3-7 Max Horiz 7=84 (LC 4) Max Uplift 4=-109 (LC 5), 6=-109 (LC 6), 7=-36 (LC 4) Max Grav 4=100 (LC 6), 6=204 (LC 5), 7=258 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-237/49, 1-2=0/105, 2-3=-68/61, 3-4=-80/69, 3-6=-177/137 BOT CHORD 6-7=-58/0, 5-6=0/0 WEBS 2-6=0/148 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 12.3 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 tobearing plate capable of withstanding 36 lb uplift at joint 7, 109 lb uplift at joint 6 and 109 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460177K4Jack-Open 2 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:13 Page: 1 ID:CKzPcxvETOqtXM8oBwxjmYzM9W1-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 11.1812 =4x6 =3x6 5 4 1 2 3 1-5-2 -1-5-2 2-3-4 2-3-4 0-0-2 0-0-2 2-3-2 2-3-44-0-21-10-114-0-2Scale = 1:30.9 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 0.45 Vert(LL)0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.39 Vert(TL)0.01 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)-0.04 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-3-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-7 Max Horiz 5=187 (LC 4) Max Uplift 3=-73 (LC 4), 4=-51 (LC 4), 5=-5 (LC 5) Max Grav 3=90 (LC 5), 4=48 (LC 5), 5=258 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-221/28, 1-2=0/107, 2-3=-65/59 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 12.8 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 5 lb uplift at joint 5, 73 lb uplift at joint 3 and 51 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460178K5Jack-Open 2 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:14 Page: 1 ID:1AfPznWIIhXzuQqy_YCa_DzM9wM-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 11.0112 =3x4 =2x8 5 4 1 2 3 1-5-1 1-5-1 1-4-9 -1-4-9 0-0-1 0-0-1 1-5-0 1-5-13-1-101-9-153-1-10Scale = 1:32.1 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 0.43 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.28 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)-0.02 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 8 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-5-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-7 Max Horiz 5=157 (LC 4) Max Uplift 3=-59 (LC 6), 4=-71 (LC 4), 5=-23 (LC 5) Max Grav 3=66 (LC 5), 4=37 (LC 5), 5=270 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-236/33, 1-2=0/103, 2-3=-57/43 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 13.0 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 23 lb uplift at joint 5, 71 lb uplift at joint 4 and 59 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460179K6Jack-Open 2 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:14 Page: 1 ID:oRc?4iPeQwPEJ1eDy9YT6JzM9wV-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 6.2312 4.0712 1.4212 =MT18HS 7x10 =4x9 =4x12 =6x10 =4x6 =10x10 =4x6 =4x6 =10x10 =4x6 =4x12 =6x10 =4x9 =MT18HS 7x10 33 34 35 14 23 24 25 13 122711 28 2930 10 3132 9 8 26 1 7 2215 2 6162117203518194 0-1-5 0-1-5 0-1-5 17-10-8 1-11-6 10-10-10 1-11-6 8-11-4 2-4-8 6-11-14 2-4-8 13-3-2 4-6-1 17-9-3 4-6-1 4-7-6 0-1-11 0-1-11 0-2-2 17-10-8 2-4-8 7-1-10 2-4-8 13-1-6 3-7-4 10-8-14 4-7-0 17-8-6 4-7-7 4-9-25-1-50-5-81-8-131-8-132-4-14-0-140-9-114-10-90-2-125-1-5Scale = 1:47 Plate Offsets (X, Y):[7:0-0-0,0-0-0], [8:Edge,0-5-8], [9:0-3-8,0-4-8], [13:0-3-8,0-4-8] 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 0.47 Vert(LL)-0.05 10-12 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.65 Vert(TL)-0.13 10-12 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.82 Horiz(TL)0.03 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 317 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 14-1,8-7:2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)8=7848/0-5-9, 14=6541/0-6-7 Max Uplift 8=-345 (LC 6), 14=-383 (LC 6) Max Grav 8=8280 (LC 11), 14=6999 (LC 11) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-7889/545, 2-15=-7819/558, 2-16=-7820/650, 16-17=-7775/640, 3-17=-7759/645, 3-18=-7499/638, 4-18=-7475/623, 4-19=-7487/623, 5-19=-7511/637, 5-20=-7771/644, 20-21=-7786/640, 6-21=-7832/649, 6-22=-7931/556, 7-22=-8001/543, 1-14=-5565/422, 7-8=-5660/419 BOT CHORD 14-23=-28/1247, 23-24=-28/1247, 24-25=-28/1247, 13-25=-28/1247, 13-26=-409/6891, 12-26=-409/6891, 12-27=-504/7071, 11-27=-504/7071, 11-28=-504/7071, 28-29=-504/7071, 29-30=-504/7071, 10-30=-504/7071, 10-31=-408/6998, 31-32=-408/6998, 9-32=-408/6998, 9-33=-34/1210, 33-34=-34/1210, 34-35=-34/1210, 8-35=-34/1210 WEBS 1-13=-407/5895, 2-13=0/490, 2-12=-150/747, 3-12=0/1287, 4-12=0/820, 4-10=0/853, 5-10=0/1287, 6-10=-152/615, 6-9=0/689, 7-9=-399/6038 NOTES 1)3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-10; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 383 lb uplift at joint 14 and 345 lb uplift at joint 8. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Job Truss Truss Type Qty Ply WF49 S I43460180K7Roof Special Girder 1 3WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 E Aug 25 2020 Print: 8.420 E Aug 25 2020 MiTek Industries, Inc. Tue Nov 03 08:47:34 Page: 1 ID:Y7e6kTJ4EHf6xuRDM_OhzHzLqeV-YE4ncaBFvJMMRdbij_FXqT?JkZGr3npE4a6bjkyMxjt Continued on page 2 November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10)Hanger(s) or other connection device(s) shall beprovided sufficient to support concentrated load(s) 70 lb down and 106 lb up at 2-11-5, 94 lb down and 16 lb up at 4-7-6, 179 lb down and 41 lb up at 5-9-10, 108 lb down and 42 lb up at 6-11-14, 249 lb down and 134 lb up at 7-11-9, 107 lb down and 11 lb up at 8-11-4, 249 lb down and 134 lb up at 9-10-15, 108 lb down and 42 lb up at 10-10-10, 179 lb down and 41 lb up at 12-0-14, and 94 lb down and 16 lb up at 13-3-2, and 70 lb down and 106 lb up at 14-11-4 on top chord, and 1262 lb down at 1-7-5, 20 lb down and 53 lb up at 2-11-5, 1262 lb down at 3-7-5, 24 lb down and 43 lb up at 4-7-6, 1447 lb down at 5-8-5, 141 lb down and 12 lb up at 5-9-10, 37 lb down and 39 lb up at 6-11-14, 1447 lb down at 7-7-5, 218 lb down and 60 lb up at 7-11-9, 46 lb down and 73 lb up at 8-11-4, 1447 lb down at 9-7-5, 218 lb down and 60 lb up at 9-10-15, 37 lb down and 39 lb up at 10-10-10, 1447 lb down at 11-7-5, 141 lb down and 12 lb up at 12-0-14, 24 lb down and 43 lb up at 13-3-2, 1450 lb down at 13-7-5, 20 lb down and 53 lb up at 14-11-4, and 1450 lb down at 15-7-5, and 1460 lb down at 17-7-12 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, 3-4=-60, 4-5=-60, 5-6=-60, 6-7=-60, 8-14=-20 Concentrated Loads (lb) Vert: 3=0 (B), 4=-6 (B), 5=0 (B), 11=-100 (B), 13=3 (B), 12=-3 (B), 10=-3 (B), 9=3 (B), 8=-1460 (F), 15=30 (B), 16=-17 (B), 18=-33 (B), 19=-33 (B), 21=-17 (B), 22=30 (B), 23=-1262 (F), 24=5 (B), 25=-1262 (F), 26=-1486 (F=-1447, B=-38), 27=-1447 (F), 28=-10 (B), 29=-1447 (F), 30=-100 (B), 31=-1447 (F), 32=-38 (B), 33=-1450 (F), 34=5 (B), 35=-1450 (F) Job Truss Truss Type Qty Ply WF49 S I43460180K7Roof Special Girder 1 3WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 E Aug 25 2020 Print: 8.420 E Aug 25 2020 MiTek Industries, Inc. Tue Nov 03 08:47:34 Page: 2 ID:Y7e6kTJ4EHf6xuRDM_OhzHzLqeV-YE4ncaBFvJMMRdbij_FXqT?JkZGr3npE4a6bjkyMxjt 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 18.74 12 =2x4 =2x4 =2x4 =2x4 =2x4 =4x6 =2x4 7 6 5 1 2 3 4 5-8-15 3-7-6 3-7-6 2-1-9 5-8-153-4-63-3-150-3-80-3-83-0-143-4-6Scale = 1:28.6 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)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.06 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 IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD 2-0-0 oc purlins: 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)4=5-8-15, 5=5-8-15, 6=5-8-15, 7=5-8-15 Max Horiz 7=94 (LC 4) Max Uplift 4=-86 (LC 4), 6=-32 (LC 4), 7=-13 (LC 4) Max Grav 4=108 (LC 5), 5=186 (LC 1), 6=151 (LC 1), 7=35 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=-28/17, 1-2=-44/47, 2-3=-44/47, 3-4=-40/43 BOT CHORD 6-7=-47/44, 5-6=-48/44, 4-5=-89/88 WEBS 2-6=-105/61, 3-5=-139/81 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 securelybraced 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 bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 7, 86 lb uplift at joint 4 and 32 lb uplift at joint 6. 10)Beveled plate or shim required to provide full bearingsurface with truss chord at joint(s) 4. 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 WF49 S I43460181L05Lay-In Gable 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:14 Page: 1 ID:OhiFcrjsRmyEW9SaetFCl3zMBKT-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 18.7412 18.74 12=3x4 =3x4 =5x6 =3x4 17 16 15 14 13 12 1 11 2 3 4 5 6 7 8 9 10 1-9-9 1-9-9 13-8-6 15-5-15 1-9-11 15-5-15 13-8-4 13-8-42-9-140-0-42-9-14Scale = 1:32.5 Plate Offsets (X, Y):[3:0-1-1,Edge], [11:0-2-15,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 0.05 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 0.03 Horiz(TL)0.00 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 55 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 *Except* 3-10:2x4 SPFNo.2 BOT CHORD 2x4 SPF No.2 *Except* 11-10:2x4 SPF Stud/ No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. REACTIONS (size)1=15-3-6, 10=15-3-6, 11=15-3-6, 12=15-3-6, 13=15-3-6, 14=15-3-6, 15=15-3-6, 16=15-3-6, 17=15-3-6 Max Horiz 1=77 (LC 4) Max Uplift 1=-9 (LC 5), 10=-23 (LC 4), 11=-2 (LC 4), 12=-15 (LC 4), 13=-18 (LC 4), 14=-17 (LC 4), 15=-18 (LC 4), 16=-12 (LC 4), 17=-74 (LC 4) Max Grav 1=60 (LC 1), 10=66 (LC 7), 11=153 (LC 8), 12=162 (LC 8), 13=159 (LC 1), 14=160 (LC 8), 15=160 (LC 1), 16=164 (LC 8), 17=170 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-65/53, 2-3=-58/21, 3-4=-18/13, 4-5=-18/13, 5-6=-18/13, 6-7=-18/13, 7-8=-18/13, 8-9=-18/13, 9-10=-12/11 BOT CHORD 1-17=-13/18, 16-17=-13/18, 15-16=-13/18, 14-15=-13/18, 13-14=-13/18, 12-13=-13/18, 11-12=-13/19, 10-11=-28/26 WEBS 2-17=-119/82, 4-16=-123/39, 5-15=-120/42, 6-14=-120/41, 7-13=-120/41, 8-12=-121/42, 9-11=-119/39 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 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 9 lb uplift at joint 1, 23 lb uplift at joint 10, 2 lb uplift at joint 11, 74 lb uplift at joint 17, 12 lb uplift at joint 16, 18 lb uplift at joint 15, 17 lb uplift at joint 14, 18 lb uplift at joint 13 and 15 lb uplift at joint 12. 9)Non Standard bearing condition. Review required. 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 WF49 S I43460182L06Lay-In Gable 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:15 Page: 1 ID:ze9zBxdqbiXY8e3TWV0jozzMBFR-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 18.7412 =3x4 =5x9 1 10 9 8 7 2 11 3 4 5 6 0-2-3 0-2-3 3-9-5 8-4-1 4-4-10 4-6-12 8-4-113-0-90-0-47-9-14-11-145-3-8Scale = 1:62.8 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 0.67 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 0.17 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 69 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 *Except* 1-4:2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 8-5:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-8 REACTIONS (size)1=8-4-1, 7=8-4-1, 8=8-4-1, 9=8-4-1, 10=8-4-1 Max Horiz 1=70 (LC 4) Max Uplift 1=-159 (LC 5), 7=-154 (LC 5), 8=-209 (LC 4), 9=-189 (LC 4), 10=-212 (LC 4) Max Grav 1=318 (LC 4), 7=205 (LC 4), 8=306 (LC 7), 9=270 (LC 7), 10=307 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-393/268, 2-3=-175/98, 3-4=-97/25, 4-5=-62/52, 5-6=-265/260, 7-11=-195/169, 6-11=-195/169 BOT CHORD 1-10=-166/180, 9-10=-166/180, 8-9=-166/180, 7-8=-166/180 WEBS 3-9=-232/212, 2-10=-263/238, 5-8=-261/236 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 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 154 lb uplift at joint 7, 159 lb uplift at joint 1, 189 lb uplift at joint 9, 212 lb uplift at joint 10 and 209 lb uplift at joint 8. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460183L07Lay-In Gable 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:15 Page: 1 ID:YJ2kYOGHaDqc3oMUp5OaRUzMBiI-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 18.7412 18.7412=2x4 =3x4 =2x4 =2x4 =3x4 =5x6 =2x4 =2x4 =2x4 =3x4 =2x4 7 68 5910 411 3 1 2 0-2-4 -0-2-4 0-7-0 0-7-0 7-10-15 8-5-14 1-6-6 8-5-14 3-3-3 6-11-8 3-8-4 3-8-412-4-40-6-1510-10-610-6-1410-10-61-5-1412-4-4Scale = 1:85 Plate Offsets (X, Y):[1:0-0-0,0-0-1], [2:Edge,0-3-6], [4:0-3-0,0-3-0] 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 0.16 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.27 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horiz(TL)0.02 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 41 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 *Except* 4-6:2x4 SPFNo.2 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 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=8-5-12, 6=8-5-12, 7=8-5-12, 8=8-5-12, 9=8-5-12, 11=8-5-12 Max Horiz 1=-376 (LC 4) Max Uplift 1=-396 (LC 5), 6=-334 (LC 5), 7=-638 (LC 4), 8=-160 (LC 4), 9=-200 (LC 4), 11=-176 (LC 4) Max Grav 1=581 (LC 4), 6=504 (LC 4), 7=499 (LC 5), 8=268 (LC 8), 9=280 (LC 8), 11=280 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-55/31, 2-3=-70/4, 3-4=-211/162, 4-5=-402/303, 5-6=-620/479 BOT CHORD 1-11=-563/723, 10-11=-528/728, 9-10=-559/710, 8-9=-541/710, 7-8=-562/756, 6-7=-283/377 WEBS 4-9=-224/210, 3-11=-235/203, 5-8=-264/237 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Bearing at joint(s) 1, 11 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 396 lb uplift at joint 1, 638 lb uplift at joint 7, 334 lb uplift at joint 6, 200 lb uplift at joint 9, 176 lb uplift at joint 11 and 160 lb uplift at joint 8. 8)Non Standard bearing condition. Review required. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460184L08Lay-In Gable 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:15 Page: 1 ID:OhiFcrjsRmyEW9SaetFCl3zMBKT-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.1412 =3x4 =3x4 =3x4 =4x6 =3x4 =3x4 =3x4 1 26 25 24 2322 21 20 19 18 17 16 15 142 133 4 12101195 86 7 0-2-14 20-8-12 1-11-7 15-9-10 4-5-9 13-10-3 4-8-4 20-5-14 9-4-10 9-4-10 20-8-1211-1-00-0-45-6-45-9-155-3-211-1-0Scale = 1:67.9 Plate Offsets (X, Y):[7:Edge,0-1-14], [12:0-1-5,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 0.12 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.07 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.14 Horiz(TL)0.00 15 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 118 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 10-12,1-4:2x4 SPFStud/No.3 BOT CHORD 2x4 SPF Stud/No.3 *Except* 23-15:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except*22-6,21-7,20-8:2x4 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.): 10-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-22, 7-21, 8-20 REACTIONS (size)1=20-8-12, 15=20-8-12, 16=20-8-12, 17=20-8-12, 18=20-8-12, 19=20-8-12, 20=20-8-12, 21=20-8-12,22=20-8-12, 24=20-8-12,25=20-8-12, 26=20-8-12 Max Uplift 1=-117 (LC 5), 15=-121 (LC 5), 16=-74 (LC 4), 17=-94 (LC 4), 18=-39 (LC 4), 19=-63 (LC 4), 20=-73 (LC 4), 21=-88 (LC 5), 22=-69 (LC 4), 24=-94 (LC 4), 25=-88 (LC 4), 26=-77 (LC 4) Max Grav 1=176 (LC 4), 15=177 (LC 4), 16=195 (LC 7), 17=228 (LC 7), 18=163 (LC 7), 19=219 (LC 7), 20=215 (LC 7), 21=224 (LC 4), 22=212 (LC 7), 24=228 (LC 7), 25=229 (LC 7), 26=196 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-232/188, 2-3=-152/121, 3-4=-71/5, 4-5=-30/36, 5-6=-108/80, 6-7=-163/169, 7-8=-163/169, 8-9=-106/77, 9-10=-10/29, 10-11=-16/0, 11-12=-16/0, 12-13=-69/23, 13-14=-155/123, 14-15=-233/189 BOT CHORD 1-26=-125/161, 25-26=-125/161, 24-25=-125/161, 23-24=-125/161, 22-23=-125/161, 21-22=-125/161, 20-21=-125/161, 19-20=-125/161, 18-19=-125/161, 17-18=-125/161, 16-17=-125/161, 15-16=-125/161 WEBS 2-26=-157/93, 3-25=-189/113, 5-24=-188/118, 6-22=-172/93, 7-21=-200/128, 8-20=-175/97, 9-19=-179/87, 11-18=-123/62, 13-17=-188/119, 14-16=-156/90 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 121 lb uplift at joint 15, 117 lb uplift at joint 1, 77 lb uplift at joint 26, 88 lb uplift at joint 25, 94 lb uplift at joint 24, 69 lb uplift at joint 22, 88 lb uplift at joint 21, 73 lb uplift at joint 20, 63 lb uplift at joint 19, 39 lb uplift at joint 18, 94 lb uplift at joint 17 and 74 lb uplift at joint 16. 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 WF49 S I43460185L09Lay-In Gable 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:15 Page: 1 ID:icXxMBA6Z_kjjXfX7LL0YwzMA57-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.1412 =3x4 =3x4 =3x4 =3x4 =3x4 =4x6 =3x4 =3x4 =2x8 1 44 43 42 41 40 39 3837 36 35 34 3332 31 30 29 28 27 26 25 24 2 3 23 2021 224 19 5 1867891011121314151617 0-7-14 34-7-7 1-3-12 33-11-10 3-3-0 32-7-13 0-1-8 34-8-15 8-5-2 8-5-2 20-11-12 29-4-13 0-3-4 34-8-15 34-5-11 34-5-119-11-70-0-40-9-46-1-73-9-159-11-7Scale = 1:70 Plate Offsets (X, Y):[6:0-1-5,Edge], [18:0-2-11,Edge], [22:0-1-5,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 0.22 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 0.18 Horiz(TL)0.00 25 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 245 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except*18-20,20-22,22-23:2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 *Except* 37-33:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF No.2 *Except* 44-2,43-3,42-4,26-21:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-18, 20-22. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 27-28,26-27,25-26,24-25. WEBS 1 Row at midpt 5-41, 7-40, 8-39, 9-38, 10-36, 11-35, 12-34, 13-32, 15-31, 16-30,17-29, 18-28 REACTIONS (size)1=34-7-11, 25=34-7-11, 26=34-7-11, 27=34-7-11, 28=34-7-11, 29=34-7-11, 30=34-7-11, 31=34-7-11, 32=34-7-11, 34=34-7-11, 35=34-7-11, 36=34-7-11, 38=34-7-11, 39=34-7-11, 40=34-7-11, 41=34-7-11, 42=34-7-11, 43=34-7-11, 44=34-7-11 Max Horiz 1=2 (LC 4) Max Uplift 1=-55 (LC 5), 26=-114 (LC 4), 27=-79 (LC 4), 28=-21 (LC 5), 30=-18 (LC 4), 31=-13 (LC 4), 32=-14 (LC 4), 34=-14 (LC 4), 35=-14 (LC 4), 36=-14 (LC 4), 38=-12 (LC 4), 39=-32 (LC 4), 40=-13 (LC 5), 42=-88 (LC 4), 43=-67 (LC 4), 44=-60 (LC 4) Max Grav 1=77 (LC 4), 25=44 (LC 1), 26=210 (LC 7), 27=225 (LC 7), 28=156 (LC 1), 29=168 (LC 1), 30=158 (LC 1), 31=160 (LC 1), 32=160 (LC 1), 34=160 (LC 1), 35=160 (LC 1), 36=160 (LC 1), 38=160 (LC 1), 39=164 (LC 7), 40=161 (LC 1), 41=160 (LC 1), 42=229 (LC 7), 43=222 (LC 7), 44=186 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-101/99, 2-3=-43/56, 3-4=-81/74, 4-5=-165/176, 5-6=-183/192, 6-7=-147/166, 7-8=-147/166, 8-9=-147/166, 9-10=-147/166, 10-11=-147/166, 11-12=-147/166, 12-13=-147/166, 13-14=-147/166, 14-15=-147/166, 15-16=-147/166, 16-17=-147/166, 17-18=-147/166, 18-19=-204/219, 19-20=-100/115, 20-21=-63/70, 21-22=-63/70, 22-23=-70/74, 23-25=-55/46 BOT CHORD 1-44=-62/69, 43-44=-62/69, 42-43=-62/69, 41-42=-62/69, 40-41=-62/69, 39-40=-62/69, 38-39=-62/69, 37-38=-62/69, 36-37=-62/69, 35-36=-62/69, 34-35=-62/69, 33-34=-62/69, 32-33=-62/69, 31-32=-62/69, 30-31=-62/69, 29-30=-62/69, 28-29=-62/69, 27-28=-63/71, 26-27=-63/71, 25-26=-63/71, 24-25=0/0 WEBS 2-44=-149/78, 3-43=-181/92, 4-42=-190/112, 5-41=-120/5, 7-40=-121/53, 8-39=-124/56, 9-38=-120/36, 10-36=-120/38, 11-35=-120/38, 12-34=-120/38, 13-32=-120/38, 15-31=-120/37, 16-30=-118/42, 17-29=-128/24, 18-28=-117/64, 19-27=-191/115, 21-26=-127/60 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. Job Truss Truss Type Qty Ply WF49 S I43460186L10Lay-In Gable 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:16 Page: 1 ID:9Weu4DVcoUNiDoANkbnVCvzMA0q-Mock Me Continued on page 2 November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 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 bottomchord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 1, 60 lb uplift at joint 44, 67 lb uplift at joint 43, 88 lb uplift at joint 42, 13 lb uplift at joint 40, 32 lb uplift at joint 39, 12 lb uplift at joint 38, 14 lb uplift at joint 36, 14 lb uplift at joint 35, 14 lb uplift at joint 34, 14 lb uplift at joint 32, 13 lb uplift at joint 31, 18 lb uplift at joint 30, 21 lb uplift at joint 28, 79 lb uplift at joint 27 and 114 lb uplift at joint 26. 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 WF49 S I43460186L10Lay-In Gable 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:16 Page: 2 ID:9Weu4DVcoUNiDoANkbnVCvzMA0q-Mock Me 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16.9712 16.9712=2x4 =2x4 =2x4 =4x6 =2x4 =3x4 =2x4 =2x4 1 8 7 6 5 2 3 4 1-10-12 5-0-4 3-1-8 3-1-8 0-4-9 5-0-4 4-7-11 4-7-114-5-50-0-43-4-130-6-70-6-70-6-11-0-8Scale = 1:41.5 Plate Offsets (X, Y):[3:0-2-14,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 0.20 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 0.07 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-7 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=5-0-4, 5=5-0-4, 6=5-0-4, 7=5-0-4, 8=5-0-4 Max Horiz 1=44 (LC 4) Max Uplift 1=-63 (LC 5), 5=-71 (LC 5), 6=-101 (LC 4), 7=-10 (LC 4), 8=-175 (LC 4) Max Grav 1=124 (LC 4), 5=79 (LC 4), 6=110 (LC 5), 7=131 (LC 1), 8=254 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-156/109, 2-3=-78/30, 3-4=-53/56, 4-5=-52/30 BOT CHORD 1-8=-52/56, 7-8=-52/56, 6-7=-53/57, 5-6=-114/123 WEBS 2-8=-218/196, 3-7=-93/33 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)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 63 lb uplift at joint 1, 71 lb uplift at joint 5, 101 lb uplift at joint 6, 175 lb uplift at joint 8 and 10 lb uplift at joint 7. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 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 WF49 S I43460187L11Lay-In Gable 2 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:16 Page: 1 ID:64_32PAAItm7m?jvpaFso0zMA_g-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.6812 =2x8 =2x8 5 4 1 2 3 0-8-6 -0-8-6 1-10-5 1-10-5 1-10-53-1-53-1-5Scale = 1:29 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 0.26 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.24 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)-0.02 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 7 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 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=115 (LC 4) Max Uplift 3=-59 (LC 4), 4=-37 (LC 4) Max Grav 3=72 (LC 8), 4=43 (LC 5), 5=139 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/45, 2-3=-42/34, 2-5=-117/8 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 37 lb uplift at joint 4 and 59 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460188M01Jack-Open 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:16 Page: 1 ID:_kAgOhwy7BRBuNWcy9WQGyzMBIw-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.6812 =2x4 =3x6 =3x6 =3x4 6 9 10 5 4 1 2 7 8 3 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 = 1:34.7 Plate Offsets (X, Y):[3:0-3-6,0-0-8] 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 0.61 Vert(LL)0.03 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.17 Vert(TL)-0.04 5-6 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.05 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 Stud/No.3 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)3= Mechanical, 5= Mechanical, 6=0-4-9 Max Horiz 6=76 (LC 4) Max Uplift 3=-38 (LC 6), 5=-60 (LC 4), 6=-195 (LC 4) Max Grav 3=100 (LC 8), 5=92 (LC 3), 6=341 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-302/151, 1-2=0/122, 2-7=-77/50, 7-8=-66/44, 3-8=-49/90, 3-5=0/0 BOT CHORD 6-9=-62/0, 9-10=-62/0, 5-10=-62/0, 4-5=0/0 WEBS 2-5=0/125 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 195 lb uplift at joint 6, 38 lb uplift at joint 3 and 60 lb uplift at joint 5. 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 74 lb down and 123 lb up at 1-8-12, and 86 lb down and 9 lb up at 2-3-1 on top chord, and 64 lb up at 1-8-12, and 36 lb down and 43 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, 4-6=-20 Concentrated Loads (lb) Vert: 7=41 (F), 10=-1 (B) Job Truss Truss Type Qty Ply WF49 S I43460189M02Diagonal Hip Girder 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:16 Page: 1 ID:A7tFGGFWXoyDFgf_b20_OszMBIU-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =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 0.41 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.23 Vert(TL)-0.03 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 18 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 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=205 (LC 4) Max Uplift 3=-57 (LC 4), 4=-53 (LC 4) Max Grav 3=140 (LC 11), 4=72 (LC 3), 5=253(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-217/0, 1-2=0/96, 2-3=-80/78 BOT CHORD 4-5=-182/71 WEBS 2-4=-77/197 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 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 57 lb uplift at joint 3 and 53 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460190M03Jack-Open 4 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:17 Page: 1 ID:puYxel_ji1BKcIzlIQdqVDzMBIq-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =3x6 =4x6 =3x6 5 6 7 4 1 2 3 1-4-4 -1-4-4 3-9-0 3-9-0 3-9-04-9-131-8-54-9-13Scale = 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 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.42 Vert(TL)-0.04 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.02 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 48 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 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=67 (LC 4) Max Uplift 5=-37 (LC 4) Max Grav 3=98 (LC 8), 4=1125 (LC 1),5=1051 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-83/49, 3-4=0/0, 2-5=-217/84 BOT CHORD 5-6=-54/0, 6-7=-54/0, 4-7=-54/0 WEBS 2-4=-7/121 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 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; 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 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 37 lb uplift at joint 5. 9)Gap between inside of top chord bearing and firstdiagonal or vertical web shall not exceed 0.500in. 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, 4-5=-20 Concentrated Loads (lb) Vert: 6=-955 (F), 7=-938 (F) Job Truss Truss Type Qty Ply WF49 S I43460191M04Monopitch Girder 1 2WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:17 Page: 1 ID:HTxlRCmMU?Tg_mlLtiJ8vvzMBKP-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =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 0.41 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.02 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 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=46 (LC 5) Max Uplift 3=-92 (LC 6), 4=-84 (LC 4), 5=-28 (LC 4) Max Grav 3=53 (LC 5), 4=22 (LC 3), 5=275 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-264/35, 1-2=0/96, 2-3=-73/32 BOT CHORD 4-5=-68/0 WEBS 2-4=0/114 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 28 lb uplift at joint 5, 84 lb uplift at joint 4 and 92 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460192M05Jack-Open 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:17 Page: 1 ID:d9DDw6drJJyNYwr2AB5KQOzMBKb-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 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 0.18 Vert(LL)0.00 3-4 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.17 Vert(TL)0.00 3-4 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)-0.01 2 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 5 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 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=86 (LC 4) Max Uplift 2=-69 (LC 4), 3=-55 (LC 4), 4=-67 (LC 5) Max Grav 2=71 (LC 5), 3=62 (LC 5), 4=115 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-47/25, 1-2=-57/48 BOT CHORD 3-4=0/0 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 67 lb uplift at joint 4, 55 lb uplift at joint 3 and 69 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460193M06Jack-Open 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:17 Page: 1 ID:ZYKzLne5rwC4oE_QIc8oVozMBKZ-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =4x4 =7x10 =M18SHS 7x10 =4x4 =4x6 =4x9 =M18SHS 4x8 =6x7 =M18SHS 4x8252627 10 9 823 24 7 6 22 5 41 11 2112 2013 19142151617183 1-4-4 22-5-4 5-4-5 13-2-10 7-10-5 7-10-5 7-10-6 21-1-0 5-0-13 13-0-14 8-0-1 8-0-1 8-0-2 21-1-01-8-58-2-15Scale = 1:59.3 Plate Offsets (X, Y):[1:Edge,0-3-8], [2:0-6-12,0-1-12], [3:0-5-0,0-2-0], [6: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 0.77 Vert(LL)-0.03 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.29 Vert(TL)-0.09 6-7 >999 180 M18SHS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.09 Horiz(TL)0.01 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 234 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 (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)6=0-3-8, 10=0-3-8 Max Horiz 10=-54 (LC 27) Max Uplift 6=-174 (LC 6), 10=-83 (LC 6) Max Grav 6=2065 (LC 18), 10=1657 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-11=-1801/115, 11-12=-1546/120, 12-13=-1493/111, 13-14=-1397/138, 2-14=-1196/137, 2-15=-1307/192, 15-16=-1307/192, 16-17=-1307/192, 17-18=-1307/192, 3-18=-1307/192, 3-19=-1331/160, 19-20=-1530/161, 20-21=-1624/134, 4-21=-1930/142, 4-5=0/112, 1-10=-1543/122, 4-6=-1810/181 BOT CHORD 10-22=-67/686, 9-22=-67/686, 8-9=0/1127, 8-23=0/1127, 23-24=0/1127, 7-24=0/1127, 7-25=-102/780, 25-26=-102/780, 26-27=-102/780, 6-27=-102/780 WEBS 2-9=-72/135, 2-7=-30/242, 3-7=0/310, 1-9=0/699, 4-7=0/670 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 1 = 0%, joint 4 = 16% 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 83 lb uplift at joint 10 and 174 lb uplift at joint 6. 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) 161 lb down and 15 lb up at 3-10-8, 73 lb down and 0 lb up at 5-6-8, 173 lb down and 5 lb up at 7-6-8, 176 lb down and 3 lb up at 9-6-8, 176 lb down and 3 lb up at 11-6-8, 173 lb down and 5 lb up at 13-6-8, and 73 lb down and 0 lb up at 15-6-8, and 161 lb down and 15 lb up at 17-2-8 on top chord, and 15 lb down at 7-6-8, 15 lb down at 9-6-8, 15 lb down at 11-6-8, 15 lb down at 13-6-8, and 223 lb down and 10 lb up at 15-6-8, and 212 lb down and 62 lb up at 17-2-8 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, 3-4=-60, 4-5=-60, 6-10=-20 Concentrated Loads (lb) Job Truss Truss Type Qty Ply WF49 S I43460194NHip Girder 1 2WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:17 Page: 1 ID:t7npiwDUKNOyc_R8wPIRa4yOEx2-Mock Me Continued on page 2 November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Vert: 12=-133 (F), 13=-45 (F), 14=-145 (F), 15=-145(F), 18=-145 (F), 19=-145 (F), 20=-45 (F), 21=-133 (F), 22=-7 (F), 23=-7 (F), 24=-7 (F), 25=-7 (F), 26=-223 (F), 27=-178 (F) Job Truss Truss Type Qty Ply WF49 S I43460194NHip Girder 1 2WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:17 Page: 2 ID:t7npiwDUKNOyc_R8wPIRa4yOEx2-Mock Me 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.6812 =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 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.24 Vert(TL)-0.05 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.05 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 Stud/No.3 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=76 (LC 4) Max Uplift 4=-97 (LC 4), 5=-231 (LC 4) Max Grav 4=139 (LC 8), 5=323 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-281/162, 1-2=0/122, 2-6=-72/53, 6-7=-41/48, 3-7=-74/87, 3-4=-98/48 BOT CHORD 5-8=-62/0, 8-9=-62/0, 4-9=-62/0 WEBS 2-4=0/127 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left andright exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 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 231 lb uplift at joint 5 and 97 lb uplift at joint 4. 7)Hanger(s) or other connection device(s) shall beprovided sufficient to support concentrated load(s) 74 lb down and 117 lb up at 1-9-11, and 76 lb down and 111 lb up at 2-4-1 on top chord, and 62 lb up at 1-9-11, and 92 lb up at 2-4-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8)In the LOAD CASE(S) section, loads applied to the faceof 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 WF49 S I43460195N01Diagonal Hip Girder 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:18 Page: 1 ID:tirvWdLTBlWsl8QahoAOs1zMBJf-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =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 0.42 Vert(LL)0.00 5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.02 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 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 4) Max Uplift 3=-97 (LC 6), 4=-125 (LC 4), 5=-2 (LC 4) Max Grav 3=63 (LC 5), 4=21 (LC 3), 5=279 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-268/9, 1-2=0/106, 2-3=-84/43 BOT CHORD 4-5=-81/0 WEBS 2-4=0/154 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 2 lb uplift at joint 5, 125 lb uplift at joint 4 and 97 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460196N02Jack-Open 2 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:18 Page: 1 ID:W7oR_XXqwSMK?_?4NC13j6zMBPt-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =1.5x4 =3x6 =4x7 =3x4 =3x6 =3x5 8 7 11 6 5 1 2 3 9 10 4 1-4-4 -1-4-4 2-11-7 2-11-7 3-4-8 6-3-15 0-3-12 6-3-15 2-11-0 6-0-3 3-1-3 3-1-31-11-04-10-74-10-7Scale = 1:35.9 Plate Offsets (X, Y):[3:0-5-8,0-2-0], [4:0-2-12,0-0-8] 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 0.34 Vert(LL)0.01 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.11 Vert(TL)-0.01 6-7 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.14 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 39 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 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. REACTIONS (size)4= Mechanical, 6= Mechanical, 8=0-3-8 Max Horiz 8=79 (LC 6) Max Uplift 4=-53 (LC 6), 6=-69 (LC 6), 8=-113 (LC 6) Max Grav 4=193 (LC 18), 6=237 (LC 18), 8=578 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-312/120, 3-9=-64/69, 9-10=-64/69, 4-10=-63/70, 4-6=0/0, 2-8=-556/129 BOT CHORD 7-8=-63/0, 7-11=0/126, 6-11=0/126, 5-6=0/0 WEBS 3-7=-66/145, 3-6=-227/73, 2-7=0/207 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 53 lb uplift at joint 4, 69 lb uplift at joint 6 and 113 lb uplift at joint 8. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 121 lb down and 15 lb up at 2-11-7, and 127 lb down and 15 lb up at 5-0-6 on top chord, and 45 lb down and 42 lb up at 3-0-3, and 45 lb down and 42 lb up at 5-0-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, PlateIncrease=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 3=-29 (F), 7=-17 (F), 10=-30 (F), 11=-17 (F) Job Truss Truss Type Qty Ply WF49 S I43460197N03Half Hip Girder 2 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:18 Page: 1 ID:tirvWdLTBlWsl8QahoAOs1zMBJf-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =1.5x4 =3x6 =3x4 =4x7 =3x6 =3x5 8 7 6 5 1 2 3 4 1-4-4 -1-4-4 1-11-13 6-3-15 4-4-1 4-4-1 0-3-12 6-3-15 1-6-5 6-0-3 4-5-13 4-5-131-11-06-3-16-3-1Scale = 1:43.1 Plate Offsets (X, Y):[3:0-5-8,0-2-0], [4:0-2-12,0-0-8] 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 0.54 Vert(LL)-0.01 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.13 Vert(TL)-0.03 7-8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.19 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 45 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 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)4= Mechanical, 6= Mechanical, 8=0-3-8 Max Horiz 8=82 (LC 6) Max Uplift 4=-28 (LC 6), 6=-24 (LC 6), 8=-71 (LC 6) Max Grav 4=102 (LC 14), 6=243 (LC 15), 8=600 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-299/69, 3-4=-84/91, 4-6=0/0, 2-8=-563/92 BOT CHORD 7-8=-65/0, 6-7=-44/84, 5-6=0/0 WEBS 3-7=-1/157, 3-6=-249/23, 2-7=0/151 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 28 lb uplift at joint 4, 24 lb uplift at joint 6 and 71 lb uplift at joint 8. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)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 WF49 S I43460198N04Half Hip 2 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:18 Page: 1 ID:C1UE9SAd1xHdcEWwWwxfQazMBLA-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =1.5x4 =3x6 =3x4 =6x6 =1x4 7 6 5 4 1 2 3 1-4-4 -1-4-4 0-3-13 6-3-15 6-0-2 6-0-2 0-2-0 6-3-15 2-11-15 6-1-15 3-1-15 3-1-157-11-21-11-00-3-80-3-87-7-107-11-2Scale = 1:50.8 Plate Offsets (X, Y):[3:0-2-13,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 0.82 Vert(LL)0.00 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.07 Vert(TL)-0.01 5-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 42 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-2,6-2:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 5= Mechanical, 7=0-3-8 Max Horiz 7=86 (LC 4) Max Uplift 3=-56 (LC 4), 7=-64 (LC 4) Max Grav 3=227 (LC 8), 5=54 (LC 3), 7=342 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-169/84, 3-5=0/0, 2-7=-319/77 BOT CHORD 6-7=-69/0, 5-6=-108/118, 4-5=0/0 WEBS 3-6=-50/129, 2-6=-9/184 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)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 56 lb uplift at joint 3 and 64 lb uplift at joint 7. 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 WF49 S I43460199N05Monopitch41WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:19 Page: 1 ID:Cmyobezz1j814dif0r7fE?zMBLR-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =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 0.41 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.02 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 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=47 (LC 4) Max Uplift 3=-86 (LC 6), 4=-81 (LC 4), 5=-26 (LC 4) Max Grav 3=54 (LC 5), 4=23 (LC 3), 5=271 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-259/33, 1-2=0/96, 2-3=-70/33 BOT CHORD 4-5=-70/0 WEBS 2-4=0/112 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 26 lb uplift at joint 5, 81 lb uplift at joint 4 and 86 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460200N07Jack-Open 2 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:19 Page: 1 ID:ZGpYnzRQri3VFdB9oYKpJDzMBKq-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =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 0.42 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.24 Vert(TL)-0.03 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 18 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 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=206 (LC 4) Max Uplift 3=-58 (LC 4), 4=-52 (LC 4) Max Grav 3=143 (LC 8), 4=73 (LC 3), 5=254(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-217/0, 1-2=0/96, 2-3=-81/80 BOT CHORD 4-5=-184/72 WEBS 2-4=-78/198 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 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 58 lb uplift at joint 3 and 52 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460201N08Jack-Open 4 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:19 Page: 1 ID:zrUhP?UJ8dR464wkTguWxszMBKn-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =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(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 Stud/No.3 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=-46 (LC 4), 4=-46 (LC 4) Max Grav 2=151 (LC 8), 4=151 (LC 8), 6=156 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-86/34, 3-4=-86/34, 4-5=0/20 BOT CHORD 2-6=-2/37, 4-6=-2/37 WEBS 3-6=-96/13 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 46 lb uplift at joint 2 and 46 lb uplift at joint 4. 9)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 WF49 S I43460202PPiggyback91WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:19 Page: 1 ID:T54LDOBZ?fg2z2C7UN6PpuzMBWn-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 1 122 18 17 16 15 14 13 11 103 5 6 7 819 204 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(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.14 Horiz(TL)0.01 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 Stud/No.3 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=-5 (LC 6), 11=-5 (LC 6), 13=-40 (LC 6), 14=-17 (LC 6), 15=-33 (LC 6), 17=-17 (LC 6), 18=-40 (LC 6) Max Grav 2=234 (LC 18), 11=234 (LC 18), 13=435 (LC 26), 14=533 (LC 17), 15=551 (LC 17), 17=533 (LC 17), 18=435 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-203/99, 3-4=-209/51, 4-19=-142/44, 5-19=-145/44, 5-6=-142/43, 6-7=-142/43, 7-8=-142/43, 8-20=-145/44, 9-20=-142/44, 9-10=-209/51, 10-11=-203/99, 11-12=0/24 BOT CHORD 2-18=-32/142, 17-18=-32/142, 16-17=-32/142, 15-16=-32/142,14-15=-32/142, 13-14=-32/142,11-13=-32/142 WEBS 6-15=-472/80, 5-17=-453/68, 3-18=-330/77, 8-14=-453/68, 10-13=-330/77 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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, 33 lb uplift at joint 15, 17 lb uplift at joint 17, 40 lb uplift at joint 18, 17 lb uplift at joint 14, 40 lb uplift at joint 13 and 5 lb uplift at joint 11. 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 WF49 S I43460203P01Piggyback11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:19 Page: 1 ID:ifYZGDnBhBS_rzSOnbSkw_zM8ao-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =4x6 =3x4 =3x4 =3x4 1112 17 1615 14 13 12 10 93 846191857 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(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.30 Horiz(TL)0.00 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 Stud/No.3 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 12=-91 (LC 6), 14=-10 (LC 6), 17=-91 (LC 6) Max Grav 2=136 (LC 20), 10=136 (LC 20), 12=514 (LC 29), 13=424 (LC 21), 14=580 (LC 20), 16=424 (LC 21), 17=514 (LC 29) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-150/138, 3-4=-162/137, 4-5=-194/98, 5-18=-126/89, 6-18=-128/88, 6-19=-128/88, 7-19=-126/89, 7-8=-194/98, 8-9=-162/137, 9-10=-150/138, 10-11=0/24 BOT CHORD 2-17=-46/101, 16-17=-46/101, 15-16=-46/101, 14-15=-46/101,13-14=-46/101, 12-13=-46/101,10-12=-46/101 WEBS 6-14=-501/57, 4-16=-341/48, 3-17=-446/133, 8-13=-341/48, 9-12=-446/133 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 10 lb uplift at joint 14, 91 lb uplift at joint 17 and 91 lb uplift at joint 12. 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 WF49 S I43460204P02Piggyback11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:20 Page: 1 ID:3utttk2?WxEsUL8d3DrupdzM8aS-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =4x6 =3x4 =3x4 =3x4 1112 17 1615 14 13 12 10 3 9 18 21 84 19 20 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(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.25 Horiz(TL)0.00 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 Stud/No.3 *Except* 14-6:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=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=-4 (LC 7), 10=-4 (LC 7), 12=-92 (LC 6), 13=-74 (LC 6), 16=-74 (LC 6), 17=-92 (LC 6) Max Grav 2=225 (LC 21), 10=225 (LC 21), 12=501 (LC 29), 13=538 (LC 29), 14=299 (LC 20), 16=538 (LC 29), 17=501 (LC 29) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-184/80, 3-18=-300/0, 4-18=-86/9, 4-19=-293/90, 5-19=-169/108, 5-6=-165/104, 6-7=-165/104, 7-20=-169/108, 8-20=-293/90, 8-21=-86/9, 9-21=-300/0, 9-10=-184/80, 10-11=0/24 BOT CHORD 2-17=-52/118, 16-17=-52/118, 15-16=-52/118, 14-15=-52/118, 13-14=-52/118, 12-13=-52/118, 10-12=-52/118 WEBS 6-14=-221/0, 4-16=-456/124, 3-17=-432/134, 8-13=-456/124, 9-12=-432/134 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 4 lb uplift at joint 2, 74 lb uplift at joint 16, 92 lb uplift at joint 17, 74 lb uplift at joint 13, 92 lb uplift at joint 12 and 4 lb uplift at joint 10. 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 WF49 S I43460205P03Piggyback11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:20 Page: 1 ID:iT7rzfPBgrtlTorBGpshUlzM8a?-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =2x4 =2x4 =2x4 =4x6 =4x6 =2x4 =2x4 =2x4 =2x4 =2x4 =3x4 912 15 1413 12 11 10 8 3 7 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 0.17 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 0.18 Horiz(TL)0.00 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 Stud/No.3 *Except* 12-5:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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=-10 (LC 5), 8=-10 (LC 5), 10=-86 (LC 4), 11=-99 (LC 4), 14=-99 (LC 4), 15=-86 (LC 4) Max Grav 2=105 (LC 1), 8=105 (LC 1), 10=346 (LC 8), 11=411 (LC 8), 12=249 (LC 1), 14=411 (LC 8), 15=346 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-115/90, 3-4=-125/29, 4-5=-190/141, 5-6=-190/141, 6-7=-125/29, 7-8=-115/90, 8-9=0/21 BOT CHORD 2-15=-60/110, 14-15=-60/110, 13-14=-60/110, 12-13=-60/110, 11-12=-60/110, 10-11=-60/110, 8-10=-60/110 WEBS 5-12=-170/0, 4-14=-329/148, 3-15=-276/127, 6-11=-329/148, 7-10=-276/127 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left andright 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 10 lb uplift at joint 2, 10 lb uplift at joint 8, 99 lb uplift at joint 14, 86 lb uplift at joint 15, 99 lb uplift at joint 11 and 86 lb uplift at joint 10. 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 WF49 S I43460206P04Piggyback101WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:20 Page: 1 ID:M8UWKpa1rf6_cimrSh6RwCzM8YU-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =3x4 =6x8 =3x4 1 15 14 13 12 11 10 9 82 7319161817 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 0.28 Horiz(TL)0.00 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 Stud/No.3 *Except* 12-5:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 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 10=-87 (LC 6), 11=-94 (LC 6), 14=-94 (LC 6), 15=-87 (LC 6) Max Grav 1=149 (LC 17), 9=149 (LC 17), 10=498 (LC 25), 11=578 (LC 25), 12=387 (LC 17), 14=578 (LC 25), 15=498 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-134/80, 2-3=-244/53, 3-16=-281/110, 16-17=-260/113, 4-17=-165/139, 4-5=-176/123, 5-6=-176/123, 6-18=-165/139, 18-19=-260/113, 7-19=-281/110, 7-8=-244/53, 8-9=-134/80 BOT CHORD 1-15=-59/96, 14-15=-59/96, 13-14=-59/96, 12-13=-59/96, 11-12=-59/96, 10-11=-59/96, 9-10=-59/96 WEBS 5-12=-308/0, 3-14=-496/144, 2-15=-424/127, 7-11=-496/144, 8-10=-424/127 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 94 lb uplift at joint 14, 87 lb uplift at joint 15, 94 lb uplift at joint 11 and 87 lb uplift at joint 10. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460207P05Piggyback11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:21 Page: 1 ID:UvIsd4xrmtujCJ3cC_eT7XzM8Y0-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =4x6 =3x4 =3x4 =3x4 1112 17 1615 14 13 12 10 93 1918 84 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(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.31 Horiz(TL)0.00 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 Stud/No.3 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=-30 (LC 7), 10=-30 (LC 7), 12=-95 (LC 6), 13=-50 (LC 6), 16=-50 (LC 6), 17=-95 (LC 6) Max Grav 2=157 (LC 17), 10=157 (LC 17), 12=512 (LC 26), 13=490 (LC 26), 14=458 (LC 17), 16=490 (LC 26), 17=512 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-182/152, 3-18=-210/0, 4-18=-171/109, 4-5=-199/70, 5-6=-139/63,6-7=-139/63, 7-8=-199/70, 8-19=-171/109,9-19=-210/0, 9-10=-182/152, 10-11=0/24 BOT CHORD 2-17=-79/132, 16-17=-79/132, 15-16=-79/132, 14-15=-79/132, 13-14=-79/132, 12-13=-79/132, 10-12=-79/132 WEBS 6-14=-379/33, 4-16=-407/99, 3-17=-444/137, 8-13=-407/99, 9-12=-444/137 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 30 lb uplift at joint 2, 50 lb uplift at joint 16, 95 lb uplift at joint 17, 50 lb uplift at joint 13, 95 lb uplift at joint 12 and 30 lb uplift at joint 10. 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 WF49 S I43460208P06Piggyback11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:21 Page: 1 ID:cg6BwKIgi5fTowMNyHBVLszM8XY-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =3x4 =4x6 =3x6 =3x4 =3x4 1 112 17 1615 14 13 12 1021 9 3 20 18 6 19 75 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(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.19 Horiz(TL)0.00 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 Stud/No.3 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 Uplift 2=-4 (LC 29), 10=-52 (LC 29), 12=-80 (LC 6), 13=-26 (LC 6), 14=-39 (LC 6), 17=-87 (LC 6) Max Grav 2=119 (LC 9), 10=74 (LC 20), 12=491 (LC 30), 13=477 (LC 19), 14=537 (LC 19), 15=328 (LC 19), 17=367 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-89/133, 3-18=-162/49, 4-18=-57/123, 4-5=-26/130, 5-6=-45/62,6-19=-44/61, 7-19=-44/61, 7-8=-48/50,8-20=-56/118, 9-20=-154/71, 9-21=-97/148,10-21=-107/116, 10-11=0/24 BOT CHORD 2-17=-88/97, 16-17=-88/97, 15-16=-88/97, 14-15=-88/97, 13-14=-88/97, 12-13=-88/97, 10-12=-88/97 WEBS 4-15=-246/41, 3-17=-287/127, 6-14=-458/86, 7-13=-394/76, 9-12=-435/123 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 4 lb uplift at joint 2, 52 lb uplift at joint 10, 87 lb uplift at joint 17, 39 lb uplift at joint 14, 26 lb uplift at joint 13 and 80 lb uplift at joint 12. 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 WF49 S I43460209P07Piggyback11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:21 Page: 1 ID:CeUvQxg6PcZ40hDKHIEn6OzM8X3-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =2x4 =2x4 =3x4 =4x6 =2x4 =3x8 =2x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x4 1 112 17 1615 14 13 12 1023 9 3 6 22 7 85 18 21 19 20 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], [5:0-4-0,0-0-15], [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(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.14 Horiz(TL)0.00 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 Stud/No.3 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 Uplift 2=-2 (LC 6), 12=-36 (LC 6), 13=-20 (LC 6), 14=-83 (LC 6), 17=-86 (LC 6) Max Grav 2=151 (LC 1), 10=173 (LC 20), 12=313 (LC 30), 13=567 (LC 19), 14=472 (LC 29), 15=299 (LC 20), 17=362 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-129/12, 3-18=-187/76, 18-19=-144/88, 4-19=-113/104,4-20=-118/104, 20-21=-119/100,5-21=-230/87, 5-6=-135/45, 6-22=-84/23,7-22=-84/23, 7-8=-88/24, 8-9=-151/31,9-23=-77/14, 10-23=-131/0, 10-11=0/24 BOT CHORD 2-17=-7/84, 16-17=-7/84, 15-16=-7/84, 14-15=-7/84, 13-14=-7/84, 12-13=-7/84, 10-12=-7/84 WEBS 4-15=-217/28, 3-17=-282/125, 6-14=-393/130, 7-13=-483/70, 9-12=-238/75 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 2 lb uplift at joint 2, 86 lb uplift at joint 17, 83 lb uplift at joint 14, 20 lb uplift at joint 13 and 36 lb uplift at joint 12. 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 WF49 S I43460210P08Piggyback11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:22 Page: 1 ID:ZtpE2SxvDNLyf4vYZwex?1zM8Wj-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x6 =5x9 =2x4 =2x4 =2x4 =3x4 =4x9 =3x6 1 2 11 10 9 7 8 12 4 13 53 6 0-7-2 -0-7-2 5-0-11 9-1-6 4-0-11 4-0-11 12-11-12 22-1-2 22-1-23-10-120-4-130-2-20-5-80-5-83-1-123-7-40-2-23-9-6Scale = 1:42.3 Plate Offsets (X, Y):[2:0-1-9,0-1-8], [3:0-6-7,Edge], [6:0-2-0,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 0.28 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.33 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.12 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 65 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 7-8. REACTIONS (size)2=22-1-2, 7=22-1-2, 8=22-1-2, 10=22-1-2, 11=22-1-2 Max Horiz 2=15 (LC 6) Max Uplift 2=-57 (LC 6), 10=-23 (LC 6) Max Grav 2=444 (LC 18), 7=598 (LC 18), 8=157 (LC 5), 10=446 (LC 17), 11=507 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/29, 2-12=-411/71, 3-12=-254/126, 3-4=-231/95, 4-13=-225/96, 5-13=-225/96, 5-6=-222/96, 6-7=-434/114 BOT CHORD 2-11=-59/197, 10-11=-59/197, 9-10=-59/197, 7-9=-59/197, 7-8=0/0 WEBS 4-11=-392/37, 5-10=-423/27 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 57 lb uplift at joint 2 and 23 lb uplift at joint 10. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460211P09Piggyback11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:22 Page: 1 ID:RKP0eSZbjFwzxXywJ4T_L5zM8PS-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =5x6 =3x4 =3x4 =5x6 =3x4 1412 22 21 20 1918 17 16 15 13 3 1256237248910411 0-7-2 -0-7-2 0-7-2 27-7-0 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(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horiz(TL)0.00 13 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 Stud/No.3 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, 18=26-11-14, 20=26-11-14, 21=26-11-14,22=26-11-14 Max Uplift 2=-23 (LC 6), 13=-23 (LC 6), 15=-8 (LC 6), 16=-29 (LC 6), 17=-28 (LC 6), 18=-28 (LC 6), 20=-28 (LC 6), 21=-29 (LC 6), 22=-8 (LC 6) Max Grav 2=123 (LC 18), 13=123 (LC 18), 15=328 (LC 17), 16=572 (LC 17), 17=525 (LC 17), 18=379 (LC 17), 20=525 (LC 17), 21=572 (LC 17), 22=328 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-63/52, 3-4=-87/38, 4-5=-41/30, 5-6=-39/29, 6-23=-39/29,7-23=-39/29, 7-24=-39/29, 8-24=-39/29,8-9=-39/29, 9-10=-39/29, 10-11=-41/30,11-12=-87/38, 12-13=-63/52, 13-14=0/24 BOT CHORD 2-22=-4/32, 21-22=-4/32, 20-21=-4/32, 19-20=-4/32, 18-19=-4/32, 17-18=-4/32, 16-17=-4/32, 15-16=-4/32, 13-15=-4/32 WEBS 7-18=-298/76, 6-20=-447/75, 5-21=-488/78, 3-22=-279/50, 9-17=-447/75, 10-16=-488/78, 12-15=-279/50 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for thisdesign. 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 23 lb uplift at joint 2, 28 lb uplift at joint 18, 28 lb uplift at joint 20, 29 lb uplift at joint 21, 8 lb uplift at joint 22, 28 lb uplift at joint 17, 29 lb uplift at joint 16, 8 lb uplift at joint 15 and 23 lb uplift at joint 13. 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 WF49 S I43460212PDPiggyback11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:22 Page: 1 ID:aQkC5DlZ3ReqbfnuY6c1t8zM8GB-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 1412 22 21 20 1918 17 16 15 13 3 12 5 6 7 8 9 1023244 11 0-7-2 27-7-0 0-7-2 -0-7-2 4-11-8 22-11-3 4-0-11 4-0-11 4-0-11 26-11-14 13-11-0 17-11-11 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], [11:0-2-0,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 0.30 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)0.01 13 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 Stud/No.3 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, 18=26-11-14, 20=26-11-14, 21=26-11-14,22=26-11-14 Max Uplift 2=-4 (LC 6), 13=-4 (LC 6), 15=-43 (LC 6), 16=-5 (LC 6), 17=-32 (LC 6), 18=-26 (LC 6), 20=-32 (LC 6), 21=-5 (LC 6), 22=-43 (LC 6) Max Grav 2=218 (LC 18), 13=218 (LC 18), 15=373 (LC 26), 16=472 (LC 17), 17=560 (LC 17), 18=538 (LC 17), 20=560 (LC 17), 21=472 (LC 17), 22=373 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-223/0, 3-4=-298/56, 4-23=-166/64, 5-23=-167/64, 5-6=-165/63,6-7=-165/63, 7-8=-165/63, 8-9=-165/63,9-10=-165/63, 10-24=-167/64,11-24=-166/64, 11-12=-298/56,12-13=-223/0, 13-14=0/24 BOT CHORD 2-22=0/148, 21-22=0/148, 20-21=0/148, 19-20=0/148, 18-19=0/148, 17-18=0/148, 16-17=0/148, 15-16=0/148, 13-15=0/148 WEBS 7-18=-458/74, 6-20=-480/79, 5-21=-389/54, 3-22=-308/84, 8-17=-480/79, 10-16=-389/54, 12-15=-308/84 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 4 lb uplift at joint 2, 26 lb uplift at joint 18, 32 lb uplift at joint 20, 5 lb uplift at joint 21, 43 lb uplift at joint 22, 32 lb uplift at joint 17, 5 lb uplift at joint 16, 43 lb uplift at joint 15 and 4 lb uplift at joint 13. 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 WF49 S I43460213PEPiggyback11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:23 Page: 1 ID:LDleLm2EA7nH5VCiWsZvOPzM8Fo-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 6.2312 4.0712 1.4212 =3x4 =3x4 =2x4 =2x4 =3x4 =3x4 =4x6 =2x4 =3x4 =3x4 =2x4 =2x4 =3x4 =3x4141312 111 102 3 9 841615756 1-1-13 6-10-15 1-1-13 8-0-12 1-4-14 9-5-10 1-4-14 5-9-2 1-8-4 13-9-13 1-8-4 1-8-4 2-8-0 4-4-4 2-8-0 12-1-9 13-9-133-8-31-4-121-8-41-4-103-0-140-5-123-6-90-1-103-8-3Scale = 1:43.3 Plate Offsets (X, Y):[2:0-2-0,0-0-13], [4:0-2-0,0-1-6], [5:0-2-0,Edge], [7:0-2-0,Edge], [8:0-2-0,0-1-6], [10:0-2-0,0-0-13] 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 0.11 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horiz(TL)0.00 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 41 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=13-9-13, 11=13-9-13, 12=13-9-13, 13=13-9-13, 14=13-9-13 Max Uplift 1=-35 (LC 6), 11=-35 (LC 6), 12=-27 (LC 6), 14=-27 (LC 6) Max Grav 1=181 (LC 11), 11=181 (LC 11), 12=261 (LC 11), 13=258 (LC 1), 14=261 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-192/52, 2-3=-149/62, 3-4=-207/100, 4-15=-169/102, 5-15=-161/105, 5-6=-157/110, 6-7=-157/110, 7-16=-161/105, 8-16=-169/102, 8-9=-207/100, 9-10=-149/62, 10-11=-192/52 BOT CHORD 1-14=-8/115, 13-14=-8/115, 12-13=-8/115, 11-12=-8/115 WEBS 6-13=-174/28, 3-14=-185/66, 9-12=-185/66 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)All plates are 3x4 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 35 lb uplift at joint 1, 35 lb uplift at joint 11, 27 lb uplift at joint 14 and 27 lb uplift at joint 12. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460214V01Roof Special 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:23 Page: 1 ID:ldQj_LfzN88HiIrgv8J51dzMBXT-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 6.2312 4.0712 1.4212 =2x4 =3x4 =2x4 =2x4 =3x4 =3x4 =4x6 =2x4 =3x4 =3x4 =2x4 =2x4 =3x4 =2x4 1 14 13 12 11 1029384756 0-5-4 5-2-15 0-5-4 5-8-3 0-6-7 6-2-9 0-6-7 4-9-11 1-0-3 4-3-4 1-0-3 7-2-12 3-3-1 10-5-13 3-3-1 3-3-1 10-5-134-0-32-11-93-3-10-6-53-9-60-2-33-11-90-0-104-0-3Scale = 1:60.9 Plate Offsets (X, Y):[2:0-2-0,0-0-13], [4:0-2-0,0-1-6], [5:0-2-0,Edge], [7:0-2-0,Edge], [8:0-2-0,0-1-6], [9:0-0-0,Edge], [10:0-2-0,0-0-13] 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 0.12 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horiz(TL)0.00 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 38 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=10-5-13, 11=10-5-13, 12=10-5-13, 13=10-5-13, 14=10-5-13 Max Uplift 1=-71 (LC 6), 11=-71 (LC 6), 12=-28 (LC 6), 13=-248 (LC 11), 14=-28 (LC 6) Max Grav 1=277 (LC 11), 11=277 (LC 11), 12=271 (LC 11), 13=118 (LC 6), 14=271 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-279/113, 2-3=-190/125, 3-4=-242/149, 4-5=-227/148, 5-6=-205/142, 6-7=-205/142, 7-8=-227/148, 8-9=-242/149, 9-10=-190/125, 10-11=-279/113 BOT CHORD 1-14=-21/127, 13-14=-21/127, 12-13=-21/127, 11-12=-21/127 WEBS 3-14=-143/47, 9-12=-143/47, 6-13=-103/167 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)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 71 lb uplift at joint 1, 71 lb uplift at joint 11, 28 lb uplift at joint 14, 28 lb uplift at joint 12 and 248 lb uplift at joint 13. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460215V02Roof Special 1 1WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:24 Page: 1 ID:aWGYgbW4yllrtcVZmKdW4IzMBXe-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x6 =2x4 =2x4 1 4 3 2 1-10-15 1-10-15 1-10-15 3-9-13 3-9-131-10-151-7-7Scale = 1:22.5 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 0.08 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 0.01 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 11 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=3-9-13, 3=3-9-13, 4=3-9-13 Max Uplift 1=-20 (LC 4), 3=-20 (LC 4) Max Grav 1=87 (LC 7), 3=87 (LC 7), 4=105 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-52/20, 2-3=-52/20 BOT CHORD 1-4=-5/16, 3-4=-5/16 WEBS 2-4=-66/13 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 tobearing plate capable of withstanding 20 lb uplift at joint1 and 20 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460216V03Valley11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:24 Page: 1 ID:O7Zzo0BVY9DpWIMA7R7yyOzMBY4-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x6 =2x4 =2x4 1 4 3 2 3-6-15 3-6-15 3-6-15 7-1-13 7-1-133-6-153-3-7Scale = 1:29.3 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 0.38 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 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=7-1-13, 3=7-1-13, 4=7-1-13 Max Uplift 1=-37 (LC 4), 3=-37 (LC 4) Max Grav 1=180 (LC 7), 3=180 (LC 7), 4=216 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-108/38, 2-3=-108/38 BOT CHORD 1-4=-9/34, 3-4=-9/34 WEBS 2-4=-135/27 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 37 lb uplift at joint1 and 37 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460217V04Valley11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:24 Page: 1 ID:HupUeNE0cOjF?vgyMHBu6EzMBY0-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 1 10 9 8 7 2 3 4 5 6 1-6-5 1-6-5 7-2-7 8-8-12 8-8-121-6-51-6-5Scale = 1:22 Plate Offsets (X, Y):[2:0-1-8,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 0.30 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 0.09 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 *Except* 2-6:2x4 SPFNo.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 8-8-12 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=8-8-12, 7=8-8-12, 8=8-8-12, 9=8-8-12, 10=8-8-12 Max Horiz 1=3 (LC 6) Max Uplift 7=-9 (LC 6), 8=-41 (LC 6), 9=-5 (LC 6), 10=-77 (LC 6) Max Grav 1=93 (LC 14), 7=78 (LC 13), 8=306 (LC 13), 9=186 (LC 13), 10=450 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-41/41, 2-3=-17/18, 3-4=-17/18, 4-5=-17/18, 5-6=-17/18, 6-7=-67/15 BOT CHORD 1-10=-17/18, 9-10=-17/18, 8-9=-17/18, 7-8=-17/18 WEBS 3-10=-395/110, 4-9=-151/37, 5-8=-265/66 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 2-0-0 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 9 lb uplift at joint 7, 77 lb uplift at joint 10, 5 lb uplift at joint 9 and 41 lb uplift at joint 8. 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 WF49 S I43460218V05Valley11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:24 Page: 1 ID:1OI5kQjYJ4xbSEYYrIXjInzMBgQ-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 1 8 7 6 2 3 4 5 1-6-5 1-6-5 5-6-7 7-0-12 7-0-121-6-51-6-5Scale = 1:24.1 Plate Offsets (X, Y):[2:0-1-8,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 0.53 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 0.09 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 20 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 7-0-12 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=7-0-12, 6=7-0-12, 7=7-0-12, 8=7-0-12 Max Horiz 1=3 (LC 6) Max Uplift 6=-20 (LC 6), 7=-14 (LC 6), 8=-87 (LC 6) Max Grav 1=93 (LC 14), 6=123 (LC 13), 7=215 (LC 13), 8=446 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-41/41, 2-3=-17/19, 3-4=-17/19, 4-5=-17/19, 5-6=-107/30 BOT CHORD 1-8=-17/19, 7-8=-17/19, 6-7=-17/19 WEBS 3-8=-391/120, 4-7=-176/37 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)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 20 lb uplift at joint 6, 87 lb uplift at joint 8 and 14 lb uplift at joint 7. 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 WF49 S I43460219V06Valley11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:25 Page: 1 ID:nrgP8v_vReN5F0y0KhTft7zMBhM-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x4 =2x4 =2x4 =2x4 =2x4 1 6 5 7 2 3 4 1-6-5 1-6-5 3-10-7 5-4-12 5-4-121-6-51-6-5Scale = 1:24.1 Plate Offsets (X, Y):[2:0-1-8,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 0.53 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 0.09 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 15 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=5-4-12, 5=5-4-12, 6=5-4-12 Max Horiz 1=3 (LC 6) Max Uplift 5=-11 (LC 14), 6=-95 (LC 6) Max Grav 1=92 (LC 14), 5=81 (LC 13), 6=468 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=-41/0, 2-7=-2/41, 2-3=-18/19, 3-4=-18/19, 4-5=-65/26 BOT CHORD 1-6=-18/19, 5-6=-18/19 WEBS 3-6=-406/132 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)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 11 lb uplift at joint 5 and 95 lb uplift at joint 6. 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 WF49 S I43460220V07Valley11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:25 Page: 1 ID:1MBo2sVNlyAmoh4Qrh6pgazMBYy-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x4 =2x4 =2x4 =2x4 =2x4 6 5 1 2 3 4 1-6-5 1-6-5 2-2-7 3-8-12 3-8-121-6-51-6-5Scale = 1:24.1 Plate Offsets (X, Y):[2:0-1-8,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 0.12 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 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 11 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-12 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=3-8-12, 5=3-8-12, 6=3-8-12 Max Horiz 1=3 (LC 6) Max Uplift 1=-3 (LC 6), 5=-15 (LC 6), 6=-42 (LC 6) Max Grav 1=84 (LC 14), 5=94 (LC 13), 6=228 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-41/41, 2-3=-18/19, 3-4=-18/19, 4-5=-82/22 BOT CHORD 1-6=-18/19, 5-6=-18/19 WEBS 3-6=-187/66 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)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 3 lb uplift at joint 1, 15 lb uplift at joint 5 and 42 lb uplift at joint 6. 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 WF49 S I43460221V08Valley11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:25 Page: 1 ID:YJ2kYOGHaDqc3oMUp5OaRUzMBiI-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x4 =2x4 =2x4 4 1 2 3 0-6-7 2-0-12 1-6-5 1-6-5 2-0-121-6-51-6-5Scale = 1:26.1 Plate Offsets (X, Y):[2:0-1-8,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 0.05 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.05 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 6 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-12 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=2-0-12, 4=2-0-12 Max Horiz 1=3 (LC 7) Max Uplift 1=-7 (LC 6), 4=-13 (LC 6) Max Grav 1=106 (LC 14), 4=80 (LC 14) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-93/13, 2-3=-37/24, 3-4=-49/19 BOT CHORD 1-4=-5/23 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)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 7 lb uplift at joint 1 and 13 lb uplift at joint 4. 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 WF49 S I43460222V09Valley11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:25 Page: 1 ID:wgUA1szDodyNMX_j3gokDbzMBYM-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =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 0.03 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 IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 5 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 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=-6 (LC 4), 3=-6 (LC 4) Max Grav 1=58 (LC 7), 3=58 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-41/12, 2-3=-41/12 BOT CHORD 1-3=0/19 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 6 lb uplift at joint 1 and 6 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460223V10Valley11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:25 Page: 1 ID:BLFrUhC8lgBKy1UX0YoPkQzMBiN-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 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 0.46 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 0.09 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 Stud/No.3 OTHERS 2x4 SPF Stud/No.3 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=13 (LC 4) Max Uplift 5=-128 (LC 4) Max Grav 1=112 (LC 1), 4=89 (LC 1), 5=432 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-85/106, 2-3=-117/76, 3-4=-67/0 BOT CHORD 1-5=-77/84, 4-5=-77/84 WEBS 2-5=-347/179 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2minimum 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 128 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460224VAValley11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:26 Page: 1 ID:0E4hBw4ELIpu8K8Ptk5qo6zMBiY-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =2x4 =2x4 =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 0.18 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.07 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 18 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 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=9 (LC 4) Max Uplift 5=-89 (LC 4) Max Grav 1=80 (LC 1), 4=48 (LC 1), 5=283 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-54/68, 2-3=-78/54, 3-4=-36/4 BOT CHORD 1-5=-52/56, 4-5=-52/56 WEBS 2-5=-228/122 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2minimum 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 tobearing plate capable of withstanding 89 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460225VBValley11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:26 Page: 1 ID:XVTSryeHaYOrRyzhKtzdtjzMBj5-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =2x4 =2x4 1 3 2 2-5-13 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 0.12 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.06 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 IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 8 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 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=4 (LC 4) Max Uplift 1=-7 (LC 4), 3=-11 (LC 4) Max Grav 1=88 (LC 7), 3=86 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-30/30, 2-3=-66/22 BOT CHORD 1-3=-23/25 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 tobearing plate capable of withstanding 7 lb uplift at joint 1and 11 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460226VCValley11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:26 Page: 1 ID:BXgZnEb9m?mZLB4jXKNSAgzMBjA-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =2x4 =2x4 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 0.05 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 IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 6 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 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=3 (LC 4) Max Uplift 1=-5 (LC 4), 3=-8 (LC 4) Max Grav 1=62 (LC 7), 3=61 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-21/21, 2-3=-47/16 BOT CHORD 1-3=-16/18 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 tobearing plate capable of withstanding 5 lb uplift at joint 1and 8 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460227VFValley11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:26 Page: 1 ID:uBlvJrVmPsuY?62NdMlpOBzMBjH-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 3-8-8 3-8-83-8-83-8-8Scale = 1:28.4 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 0.14 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 IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 14 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=3-8-8, 4=3-8-8, 5=3-8-8 Max Horiz 1=8 (LC 4) Max Uplift 5=-86 (LC 4) Max Grav 1=38 (LC 4), 4=60 (LC 1), 5=221 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-63/61, 2-3=-67/39, 3-4=-45/0 BOT CHORD 1-5=-46/50, 4-5=-46/50 WEBS 2-5=-180/110 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2minimum 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 tobearing plate capable of withstanding 86 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460228VGValley11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:26 Page: 1 ID:31Ne3oR?q07PHBbDG6eP8wzMBjN-Mock Me November 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 1 3 2 2-0-8 2-0-82-0-82-0-8Scale = 1:20.8 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 0.08 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 IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 7 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=2-0-8, 3=2-0-8 Max Horiz 1=4 (LC 4) Max Uplift 1=-5 (LC 4), 3=-9 (LC 4) Max Grav 1=70 (LC 7), 3=68 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-26/26, 2-3=-52/18 BOT CHORD 1-3=-22/24 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (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 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 tobearing plate capable of withstanding 5 lb uplift at joint 1and 9 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF49 S I43460229VHValley11WF49 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Oct 9 2020 Print: 8.420 S Oct 9 2020 MiTek Industries, Inc. Mon Nov 02 15:01:26 Page: 1 ID:?3sGeQQxNWgBqRlGvAfxHQzMBkg-Mock Me November 3,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths Spacing 24" O/CSpacing24" O/CSpacing24" O/CSpacing24" O/CSpacing24" O/C(2) HHUS28-2(2) HUS26(2) HUS26HUS26HUS26(1) THJA26HHUS28-22x4 LedgerL06L05L08L07L09L10L11L11C02D01K7A11AA10A09BA09AHUS26A07A07A07C01A01A02A03J1BJ1BJ1J1J3J3J3HJ3AGCGCE01E02E03E04HUS26E05E06M04E J K 5 K 3K1K3 K5K 4 K2K2 K4EKK 6K6HUS26A05J3DJ1AJ3CJ3BJ1CJ1CJ1AJ3EJ3GJ3FJ1DUndesignedN04N04N03N01N07N02N08N08M02M05M06M03M01NN03B P N08N08N02N07A11BA17A16A15A14A13A12J 2 A P08P09BPHG3G2G2G1G5G 3G2G2G1G5V01V02V04V03GAVCVBVAVFVGVHV05V06V08V10V07V09PEPDP07P06P05P04P04P02P03P01HUS26THJA26THJA26HHUS28-2UndesignedU n d e sig n ed UndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedU n d e sig n ed UndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedUndesignedG4(2)G4(2)GB(3)A08(4)A06(4)A04(2)J3(3)J3(2)J3(2)J3(4)D02(2)D02(2)D03(3)P(2)P(2)P(3)P(2)D04(2)N05(4)M03(3)P04(5)P04(3)J2(8)SHOP DRAWING APPROVALTHIS 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: 4975.76Hip Lines: 360.63Horizontal OH: 328.98Rake OH: 91.38Valley Lines: 184.4Ridge Lines: 83.26 ftSales Rep:WF49 SSubdivision:Order #:Job Name:11/3/2020Designer:Date:Model:Client:WATERFRONT OF WEST CLAYLot #:49Mick HammersleyHAWK BSHOOPMAN HOMESWF49 S